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Permit D06-425 - Segment 3 - Westfield Southcenter Mall - Foundation
D06-425 Westfield Southcenter Mall -Foundation 633 Southcenter Mall Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Westfield Southcenter Mall 006-425 Segment 2 - Westfield Southcenter Mall D06-425 Segment 3 - Westfield Southcenter Mall D06-425 Segment 4 - Westfield Southcenter Mall 006-425 Segment 5 - Westfield Southcenter Mall 006-425 •M YAMYl. .00 10-••••••••••••••••••••••, 1••V. •VV. - 1 V11.11 %0 Y•rS •1.s VM•av IVV, P110.i Y111, ■.P\ , , .VVI VVV-L•/VV ' ProJect No. 066-06316 Cyl. Code 071190 Pour Date 6/19/2007 Report No. 61907-3 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Weather Sunny Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:40 20 187441 5-1/4" 74 71 Placement Area Location Southeast loading dock footings, north west pit slab level dock 20.3/L-M,L/20.3-22,24/K-L,21.6/L.7-22/M Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR061907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. C. agg. Ibs.1 1860 1870 C. agg. lbs. 2 C. agg. lbs. 3 Sand tbs. 1420 1416 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 2B days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071190 6/26/2007 7 4x8 12.53 0.0 53280 4,250 1 TN NIA 071190 7/17/2007 28 4x8 071190 7/17/2007 28 4x8 071190 H 4x8 071190 071190 071190 071190 Remarks Results Reviewed By /EG Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 1 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Foam 03101 Eerily, Oda 5112101 Th. inloanallan p•1 •a Mk 1•20,111211212.50 kr m..■auw. wa af11,. d.,d. TN. wort may na1 b. npradmvd 6 any bang mahout tt,u,I .n p•rmliio^ ame died and Kaman a /Mock Test Results ° Conforming Non -Conforming l nrazan at Associates, inc. laud - 7btn Street NW Suite Tub, Auburn, WA 85002, (253) 939-2500 Project No. 066-06316 CyI. Code 071222 Pour Date 6/20/2007 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 62007-1 Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 13:35 69 187520 5" 75 78 Placement Area Location Pile caps K/25,L.3124.9,L.6/25.1 Sampled at 2 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062007 Inspector G. Naill emeeesbebthelne Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 574 F. Ash lbs. C. agg. Ibs. 1 1860 1861 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1428 Water Ibs. 279 257 Air Ent (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Data Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 43140 3,430 1 TN NIA 28 4x8 1 28 4x8 1 H 4x8 1 071222 6/27/2007 071222 7/18/2007 071222 7/18/2007 071222 071222 071222 071222 071222 Remarks Results Reviewed By /r-'rp Codes for Break types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 3: Cone & Shear 4: Shear 5: Columnar (Split) Fare 03101 Rw4lon 3 Bosdva 0/12104 $Z T1e biarmatlon provided en tee report le prepred gar Me 0:delusive use of the alert This report m y not be reproduced In wry band rtllnrt Ole *also permission of the dent end Krazen i Mau Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 071234 Pour Date 6/21/2007 Report No. 62107-1 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 10:15 74 120272 6" 77 71 Placement Area Location Piles 654,655,656,657,713,723,724,725,726,728 Sampled at 36 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cern. lbs. 564 562 F. Ash Ibs. C. agg. tbs. 1 1860 1854 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1430 1430 Water lbs. 319 251 Air Ent. {oz) Other (oz) 17 17 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071234 6/28/2007 7 4x8 12.56 0.0 41320 3,290 1 TN N/A 071234 7/19/2007 28 4x8 1 071234 7/19/2007 28 4x8 1 071234 H 4x8 1 071234 071234 071234 071234 Remarks Results Reviewed By ro Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Wake 3 laedtr. We 5/12/0e Th. Hmn.dkm prod -. thr r.pod is prepared brat. eeebwire use of the do,t Tee roped rvay r t be reproduced to any lomat sawed tho written pu niabn Id Vie dart ad Kr.zen 4 Msod. Krazan & Associates, Inc. Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Cyt. Code 071235 Pour Date 6/21/2007 Report No. 62107-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (in.) (F) (F) (pcf) 11:45 74 120272 6" 79 73 Placement Area Location Piles 654,655,656,657,713,723,724,725,726,728 Sampled at 58 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Com. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. tbs. 3 Sand lbs. 1430 1426 Water lbs. 319 251 Air Ent. (oz) Other (oz) 17 16 Other (oz) Other (oz) Other (oz) Water Added on Job (pais.) 0 Field Test Methods x ASTM 0143 ASTM C13S x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071235 6/28/2007 7 4x8 12.56 0.0 40830 3,250 2 TN N/A 071235 7/19/2007 28 4x8 2 071235 7/19/2007 28 4x8 2 071235 H 4x8 2 071235 071235 071235 071235 Remarks Results Reviewed By�j_ Codes for Break Types: ``'��� Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% P art,O3101 Revision 3 W eave 4sle 5/12 8134 Th. Hom,rbn pronlded an Ws wort is propene/ for 1M occlusive use of tha dice. This mpert may nal bs repwddeed In any found Wleut t io wrN6un permission aloe cent and Kraus i,Wnm Krazan & Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071236 Pour Date 6/21/2007 Report No. 62107-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 91 187580 5" 75 74 Placement Area Location Grade beam L/21.6-22, 19.2/M.2 -N Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062107 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1885 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1442 Water lbs. 279 237 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cys. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 0.0 46170 3,680 3 TN N/A 28 4x8 3 28 4x8 3 H 4x8 3 071236 6/28/2007 071236 7/19/2007 071236 7/19/2007 071236 071236 071236 071236 071236 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 09101 Revision EfhrdM. Gots Nt2br The iiwn hI ft preMdd an this wen Y papered for l s aedrrlw use of U. dent. NI report may not be reproduced In any tonne without the eaten pin of th. dant end Kram i Maack I(raZaI1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION RECENED r3th- 18 2001 DEVELOPtatu June 28, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mali Expansion Seattle, Washington Dear Mr. Burns, KA No. 066-06316 Permit ' .. D0, ' 5 Permit No f 1 • 47 -10(0-4L In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 29 through June 23, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. EC,6,24o, Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 0016 dfr azar & Associates, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION NDE Inc . REPORT NO.: 3990 DATE: —..41,29/0 7 PROJECT #: i76 - 04:04, PROJECT CAYRO i✓_.E.ST -ZELO MALL LOCATION. _ReARTL4ND, QR, KRAZAN PROJECT MANAGER: SiS/# CONTRACTOR: PERMIT NO: /Y/i4 INSPECTOR:A I 1$O,e9NT//V D MISC: B4 frf CJPS' WEATHER: _ / SLDE. TEMP: `j 7 °f X STRUCTURAL STEEL X. FIELD / HOP ELDING V.T. riMATERIAL ID 1.4U.T. ? ] M.T. fi P.T. ULTRASONIC EXAMINATION REPORT i 1 Material Thicknessu' ~ Weld Process ECAW Ref. Dwg/detail Specification no. _ AWS D 1.1-96 /NDE -UT -1 Material Alloy 4Weld Joint CTP Standard no. Calibration Standard IIW type 1 • D WS D 1.1-96 Table 6 ns=near side. fs=far side. Tf=to flange. BI=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MK./ Grid Line WELD ID QUANTITY OF WELDS DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO REFERENCE AEFPORT NO. Cl -W U ca a u L2 w ¢ 0 W 0 W Z iil (UJ U ¢ a US Z < W Z a co W - > N 0 U.I W b a J LU 9 -J w W Q US W alci 0 0 6 1.1- Q ? 2 W a 2 r U w o o2 W 2 aW N Z (7 C 4 a 2 o o 1- 2 Lu _, w 0 LL ¢ O li 2 ua 0 X 2 Z U O W O cc w F(2 In o 2 - w O L (Zw fn p "C 4, '#= ' .3 3 1 70° 6£r Bpr?o a0 1 3 • �4 : 4 41 / 1 51 70o 7a° 7D° 60°7? 6Y 6s, Y i 863/6 g�y30 8 1_ Ultrasonic Test (UT) Equipment ' CONFORMANCE OF WORK HOURS Make: �"" SN C{. l Transducer: size SN OTY Conforming Welds 30� ()TY Nonconforming Welds DESCPT IN OUT ST OT MIL 1 Couplant 0- I J" QTY Examined Welds ja I j ASTM Test Method: A587 Frequency: 2.25 MH I To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93672 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., Sart Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, St8. A, Corona, C4 92880 1501 15th Street NW, 4106, Auburn, WA 98002 20774 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11973 N. 5. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 gire Ii(.razr1 $&ASSOCIATES,INC. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 0611$12007 FIELD REPORT NO.: 6316DFRO61107 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Ben T. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: eitrIttelYSlow M.,‘ TEMP: �O F IIS Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile reinforcing steel piles 650-653, 658-661, 696-705, 707 Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference report # 6316CR061907-1 and 6316CR061907-2 for test data. 4) Performed visual inspection of footing and grade beam reinforcing steel Southeast loading dock footings, north west pit slab level dock 20.3/L -M, L/20.3-22, 24/K -L, 21.6/L7 -22/M revealed resteel to be complet Per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR061907-3 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved p ans, specifications, and re Superintendent/Representative: Technician: George Naill Offices Serving the Western United States men( Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 4(t'2I.ZIi1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-19-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061907-1 CONTRACTOR: Balms Construction PERMIT NO: D06-245 INSPECTOR: G. Nails MISC: WEATHER: Sunny TEMP: 75 F X STRUCTURAL STEEL n FIELD/SHOP WELDING X V.T. OTHER MATERIAL ID Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Coupiant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abov(WASAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail' Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., NG, Modesto. CA 95351 545 Parrott St San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman. Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 14411' Ave NE #F-300, Woodinville, WA 98072 requiremy4. • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5125!05 1,20,05 The information provided an this repon is prepared for the exclusive use oftile client. This repon may not be reproduced in any format without the written permission of the client and Krazan & Associates. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other AWS D1.1-1/Table 6 IIW Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. Xx Various Weld FCAW Calibration Standard xx Ns=near side. fs--far side. Tf=top e QUANTITY OF WELDS z up Bf=bottom ACCEPT 'tante. PROCEDURE LEGEND v 7 N.S.E.W ac w is =compass directions. t=top. Bottom. T&Bf=top DATA DESCRIBED IN AWS 0.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCMK f Grid tine A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR O. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) DEPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER "X' 'DISTANCE FROM WELD END "r Pile # 730 1 x 70 1.2 67 Pile # 731 1 x 70 1-2 67 Pile # 733 1 x 70 14 67 Pile # 734 1 x 70 14 67 Pile # 666 1 x 70 1-2 67 Pile # 667 1 x 70 1-2 67 Pile # 668 1 x 70 14 67 Site stock splices 80 -- 85 6 x 70 1.2 67 w Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Coupiant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abov(WASAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail' Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., NG, Modesto. CA 95351 545 Parrott St San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman. Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 14411' Ave NE #F-300, Woodinville, WA 98072 requiremy4. • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5125!05 1,20,05 The information provided an this repon is prepared for the exclusive use oftile client. This repon may not be reproduced in any format without the written permission of the client and Krazan & Associates. aZarl&ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-19-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion WELDING INSPECTION REPORT NO.: 6316SS061907 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. El STRUCTURAL STEEL WEATHER: Sunny Temp: 75 F X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 3 Location: Piles 666, 667, 668, 730, 731, 733, 734 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: X 3/16' 34" 5/16" 3/13" Other: Codes: X X X AWS AISC IBC ASME Other Weld Size X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 666, 667, 668, 730, 731, 733, 734 And Site stock splices # 80 -- 85 revealed no relevant indications noted reference report # 6316NDE061907-1 for test data. Welding of level 1, 2 brace frames continues as does erection of zones 9 —12. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above"! WAS NOT performed in accordance with the approved plans, specifications, and re Superintendent/Representative: Technician: George Naill 05104 Welding Inspection Report.doc The information provided on this repos is prepared for the exclusive use of the client. This report may not be reproduccd in any format without the written Revision 1 Effective Date: 5:25i05 anion of the client and Krazan & Associates. .---'017V Kr I<1'2IZ31TI &ASSOCIATES, INC. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/9/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFRO6007 CONTRACTOR: Baley Construction PERMIT NO: D06~245 INSPECTOR: G. Naill / Ben T. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila XRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 73 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile Caps K/25, L.3/24.9, L.6.1/25.1 revealed resteel to be complete Per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR062007-1 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved p ans, specifications, and - • t iremert, Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. azan &AssocIATES,ING. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-20-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Malt KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062007-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nailt MISC: WEATHER: Sunny TEMP: 70 F X STRUCTURAL STEEL F FIELD/SHOP WELDING X OTHER V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-illable 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard 11W xx Ns=near side. fs=far side. Tf=top Qi flange. • re i O Bf=bottom ACCEPT flange. 'Yr PROCEDURE LEGEND N.S.E.W..compass cc urV directions. t -top. Bottom. T&Bf=top DATA DESCRIBED IN AWS 0.1.1 and bottom flange. DISCONTINUITY INFO EFERENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCMK f Grid line d S. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) 1 DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END "r Pile # 665 1 x 70 12 67 Pile # 669 1 x 70 1-2 67 Pile # 670 1 x 70 12 67 Pile # 671 1 x 70 14 67 Pile # 672 1 x 70 12 67 Pile # 667 Splice 2 1 x 70 1-2 67 Pile # 668 Splice 2 1 x 70 1.2 67 Site stock splices 80 -- 85 6 x 70 1.2 67 - - 1 - Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a WA WAS NOT performed in accordance with the approved plans, sped Superintendent/Representative: Technician: Gear Neill 215 West Dakota Avenue, Clovis, CA 43612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Paint Ave., #HG. Modesto. CA 95351 545 Parrott St. San Jose, CA 95112 • (559)348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 The information provided on this report is prepared For the exclusive use of the client fications and re e • - .Fre.. 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 922 Valley ave. N.W. Suite 101 Puyallu•, ' a. 98371 • (253) 939-2500 20714 Slate Hwy 305 NE, Ste 3C, ' . bo, WA 98370 • (360) 598-2126 19501 144i6 Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5•25105 1.20,05 This report may not be reproduced in any format without the written permission of the client and Kraran & Associates azan&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062007 DATE: 06-20-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mail JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 75 F 1.2.41 STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) Inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 3 Location; Piles 666, 667, 668, 730, 731, 733, 734 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: X 3/16" W 5116" 3/8" Other: Codes: x x X AWS AISC IBC ASME Other Weld Size X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 665, 669, 670, 671, 672, Splice #2 Piles 667, 668 And Site stock splices # 86 — 92 revealed no relevant indications noted reference report # 6316NDE062007-1 for test data. Welding of level 1, 2 brace frames continues as does erection of zones 9 —12. Deck welding continues levels 2 & 3 ASTM Test #: To the best of my knowledge, the abov, Superintendent/Representative: Equipment/Asset Number(s): AS NOT performed in accordance with the approved plans, specifications, and regulato e s{C+ Technician: George Naill Rev" s .. 1 05104 Welding Inspection Report.doc Eff . ve Date5.2505 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates avm an ■ 1 LLi &ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062107 DATE: 06-21-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 75 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 3 Location: Piles 688 — 691, 729 — 731 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filter Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3/16" '/." 5/16" 3/8" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 688, 689, 690, 691, 729, 730, 731 And Site stock splices # 93 — 97 revealed no relevant indications noted reference report # 6316NDE062107-1 for test data. Performed Ultrasonic examination of Full pen welds level 2 & 3 reference report # 6316NDE062107-2 For locations and test results. Deck welding continues levels 2 & 3 Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abo Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and reg Technician: George Nail sion 1 05104 Welding Inspection Report.doc ffenive Date: 5/2505 The information provided on this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. aza] I &AssociATEs,iNc. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/21/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 6316DFR062107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Ben T. / Shannon S. LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 74 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Piles 654, 655, 656, 657, 713, 723, 724, 725, 726, 727, 728 revealet Resteel to be complete Per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR062107-1, 6316CR062107-2 for test data. 4) Performed visual inspection of Grade beam 1/21.6-22, Southeast loading dock footing 20.3/M -N Reinforcing steel revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR062107-3 for Test data. Epoxy Dowels 1) Performed visual inspection of epoxy Dowels at escalator Pit Wall J/21,6-22 and loading dock Footing 20.3/M -N verified hole depth and cleanout, bar size, and embedment depth and use of Hilti RE 500 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Naill Offices Serving the Western United States uiremen j, Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. ULTRASONIC EXAMINATION & A S S O C I A T E S, I N C. REPORT NO.: 6316NDE062107-1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-21-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Sunny TEMP: 70 F X STRUCTURAL STEEL OTHER El FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs--tar side. Tf=top o tq� flame. co i o D Bf bottom 4 flan. H hOCEDIJRE LEGEND J TRANSDUCER ANGLE FP' cnZ ITI directions. t=top. Bottom. T&Bf--tap DATA DESCRIBED IN AWS D.1.t and bottom flange. DISCONTINUry INFO REFERENCE REPORT NO. • Full pen pipe pile splices .375 to .375 and .375 to .500 wall paw l Grid L ne , V v d H. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) 3 F c7 P a 2 0 d w DISTANCE FROM WELD CENTER 'X' 1 (DISTANCE FROM WELD END 'Y' Pile # 688 1 x TO 14 67 Pile # 689 1 x 70 14 67 Pile # 690 1 x 70 1.1 67 Pile # 691 1 x 70 14 67 Pile # 729 Splice 2 1 1 x 70 14 67 Pile # 730 Splice 2 1 x 70 1.2 67 Pile # 731 Splice 2 1 x 70 14 67 Site stock splices 93 — 97 5 x 70 14 67 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 12 EQUIPMENT/ASSET NUMBER S): Transducer. Size .750x,750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 12 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a e WAWAS NOT performed in accordance with the approved plans, specifications, and reg Technician: George Nail SuperintendenhRepresentative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Patin Ave., MBG, Modesto, C A 9535 L 545 Parrott St San Jose, CA 91112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NF., Ste 3C, Poulsbo, WA 98370 19501 l4411 Ave NE #F-300, Woodinville, WA 98072 • (909) 549-1188 • (253) 939-2500 • (360)598-2126 • (425)485-5519 05105 UT Repos Rev. 1 Effective 5,25,,05 120/05 The information provided on this repon is prepared for the exclusive use of the client This report may not be repradnced in any format without the written permission of the client and tCrazan & Associates. .an_ &ASSOCIATES, INC. we + ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/22/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 6316DFR062207 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Ben T. 1 Shannon S. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beams K/23-25 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR062207-2 for test data. 4) Performed observation of Base plate grouting of brace framed shear keys B.3/5&6, B/9, 10, 11&12 Verified holes to be free of debris prior to grouting. 5) Sampled grout and cast 1 set of 2x2 cubes reference report # 6316CR062207-1 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT 0 performed in accordance with the approved plans, specifications, and regula Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. KraZ1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-22-07 WELDING INSPECTION REPORT NO.: 6316SS062207 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 68 F STRUCTURAL STEEL X FIELD ! SHOP WELDING X V.T. MATERIAL 1D X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 3 Location: Piles 632, 633, 634, 662, 663, 664, 682, 2"° splice 663, 664 X Weider qualification/certification verified for: Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E7it Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Slze X 3116" W 5116" 3/8" Other: Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 632-634, 662-664, 682, 2t a splice 663, 664 And Site stock splices # 98 —106 revealed no relevant indications noted reference report # 6316NDE062207-1 for test data. Erection and welding and bolting continue throughout the building. Deck welding continues levels 2 & 3 EquipmentfAsset Number(s): ASTM Test #: To the best of my knowledge, the aYJ6ve WijZ WAS NOT performed in accordance with the approved plans, specifications. and regu Superintendent/Representative: Technician: George Nai 05104 Welding Inspection Report.doc vision k Effective Date: 5.'25;65 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission ofthe client and Krazan & Associates. Kr irmilr4•71; ant anin•11 aZan- &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-22-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062207-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MSC: WEATHER: Cloudy TEMP: 68 F [x STRUCTURAL STEEL IFI FIELD/SHOP WELDING 1xJ V.T. OTHER n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard lIW xx Ns=near side. is=Sas side. T1=top flange. St'—bottom Ilan. e. Wb web. N.S.E.W.=compass directions. t=top. Bottom. T&BS=top and bottom Range. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCMK 1 Grid line o QUANTITY OF WELDS 1 PROCEDURE LEGEND i rr DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO (REFERENCE REPORT NO. A. DEFECT LEVEL B. REFERENCE LEVEL L C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) (DEPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END 'Y" Pile # 632 1 x 70 1-2 61 Pile # 633 1 x 70 12 67 Pile # 634 1 x 70 1-2 67 Pile # 662 1 x 70 1-2 67 Pile # 663 1 x 70 14 67 Pile # 664 1 x 70 1-2 67 Pile # 682 1 x 70 1-2 67 Pile # 664 Splice 2 1 X 70 1,2 67 Pile # 663 Splice 2 1 x 70 1-2 67 Site stock splices 98-106 9 x 70 1-2 67 Ultrasonic Test (UT) Equipment Make: USN 58L ,CONFORMANCE OF WORK SN 013K1L QTY Conforming Welds: 18 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 18 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abov Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications. and regulat Technician: George Nail( 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 92 8 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98 1 • (253) 939-2500 1025 Lone Palm Ave., 880, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Pouisba, WA 98370 • (360) 598-2126 545 Parrott St. San lose, CA 95112 • (408) 271-2200 19501 144's Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 tiT Report Rev. I Effective 5/254/5 Iaoro5 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. +t� .an &AssociATES,INC. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/22/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFRO62207 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill / Ben T. / Shannon S. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection ofpile reinforcing steel piles 729 - 731, 662 - 671, 682, 690 revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 set of (4) 4x8 test cylinders for testing reference report # 6316CR062307-1 and 6316CR062307-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® (WAS NOT 0 performed in accordance with the approved p ans, specifications, and re4rrlCor �uiremeyo r Superintendent/Representative: Technician: George Nair! Offices Serving the Western United States Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. --^ -1-3*—Mr. Kr 111.a di Airni [.LLJ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-23-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062307-1 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Naill MISC: WEATHER: Sunny TEMP: 73 F X STRUCTURAL STEEL OTHER 1= FIELD/SHOP WELDING Il V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tf=top ra QUANTITY OF WELDS a of=bottom 4 flange. yW tC PROCEDURE LEGEND v 7 TRANSDUCER ANGLE- 7 2 fn m directions. t=rop. Bottom. T&Bf=top DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO ' FERENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCMK 1 Grid Line EW J r U ..1 2 w y� m C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) 2 PTH FROM SURFACE W DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END '"I'" Pile # 673 1 x 70 1.2 67 Pile # 674 1 x 70 14 67 Pile # 675 1 x 70 1.2 67 Pile # 677 1 x 70 1-2 67 Pile # 645 1 x 70 td 67 Site stock splice 107 1 x 70 1-2 67 Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK Make: USN 58L SN 013K1L l QTY Conforming Welds: 6 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 6 ASTM Test Method: A567 Frequency: 2 MHz To the best of my knowledge, the a • e W . WAS NOT performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Naill laiory requirem 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 928V . (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallu, Wa. 98371 • (253) 939.2500 1025 tone Palm Ave., #8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St, San Jose, CA 95112 • (408) 271-2200 1950! 144e Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 LT Repon Rev. 1 Effective 5/25,05 1,20/05 The information provided on this repos is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Assotiaies. Kiel &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-23-07 WELDING INSPECTION REPORT NO.: 6316SS062307 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 73 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Location: Piles 646, 673, 674, 675, 677 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3116' '''A" 5116" 3/8" Other: Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 646, 673, 674, 675, 677 and site Stock splices # 98 —106 revealed no relevant indications noted reference report # 6316NDE062207-1 for test data. Equipment/Asset Number(s): ASTM Test #: -•• To the best of my knowledge, the abov 1 WAS NOT performed in accordance with the approved plans, specifications, and reg requiremei Technician: George Naill // r Superintendent/Representative: 05104 Welding Inspection Rcport.doc The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the cl Re ion 1 ective Date: 5.25)05 t and Kmzan & Associates. Krazari & ASSQCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 15, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mali Expansion Seattle, Washington Dear Mr. Burns, RECEIVED 'JUN as 2001i OMMUNITY DEVELOPMENT KA No. 066-06316 Permit N . - Permit No. D06-147 "bo - In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 4 through June 12, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. r6a&v, 0_, Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316a K1'2Za.L1. &.Associates, Inc. NCR NO.: 1212 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: CD 4i -O 7 CONTRACTOR.. E-1 05NT-A r'ci2o' PERMIT NO: no&P - in PROJECT :e'Y% - 06,31& PROJECT: V'F c.7 rf Z L- FjcppncSTo.J INSPECTOR:G..1//�..Z-L_ LOCATION: Sa l C�.7T— (YEA+ --t - JURISDICTION: raril oc. K . rLA KRAZAN PROJECT MANAGER: j< ; E G . WEATHER: TEMP: (.0.5"3F NON CONFORMING REPORT STRv.C4A(zA 1- Sys 4 L"I uziC .SSE 714 T5 7.-r/'eEctcr4.. cil.sEGL\Eo Nod - Go o ANCE ' L4.7213 -111G77: 7 • Gri p APO,,rc E',3, -K,5 7146 WC$' )3 5- ,ANW W2/,61( R vv.,/ kf=4 7 n1 W m SE -lit sr £1.37P o WAS rcil,r-F Gam F ,an0 FE, r t EGOFs2 �h -714F PEay.zallo afri SThe flK 6S' ? 4/1 cad -i 5 t Tv FcPrS S --714x..5 s A rr11r�T1A.S7 Fs%Lr, 1A&-/2 Ar.O REmv,Z02ES Co,.Ti.c..aaS� THeze Hiss ',J No Raz 5-4.3(rn T r 1� �' s 7ZP'e-IC Asp \S i -t f�5 ?r te IrS a 5PEc .'J ALS. Dv€ Tb A GAP -HE PZ/ ,orb -%VE e:Ehc^�E \.'E3�7✓ a.s t.nridrL - "11-17Z5 S7 .tiR s EJvc me- ►�xF.,J CE "="1" reN > rift It, -47-6/v-,# • i< L .' - et— smi.. �C6 Z rvGrPIZs ' .1F.2 \E \E )c -'fu Coo/'t 7c 1,.121 x(g 1?.,. rrrr,G N‘,...1 11. S .6. t..1 n s 4r4-6 C, ,� �� Fir 7— TATG` `Mc- 72• j .,areE Def r4 $ C,,1Z AS VIPST - 4.168 1.4=14 A .Scniy-A ze 14-7, -711E • - 7 2Aax'✓+s EALS 0 ..I..f•. .T .:iOP • ) _2 orJ )& Lr> Des L' • ,a. .._ re --f 1.2._01r To the best of my knowledge, the a•• - WAS NO SuperintendenURepresen performed in accordance with the approved plans Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield. C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, C4 9535? • (209) 572-2200 545 Parrott 5t., San Jose, C4 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 cifi ons, and regulatory requirements. 226 N. Sherman, Ste. .rona, C4 92880 1501 15th Street , #106, Auburn, WA 98002 20714 State R. e 305 N.E, Ste. 3C, Poulsbo, WA 98370 19501 144 Ave. NE # F300, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 HOURS DESCPT IN OUT ST OT MIL To the best of my knowledge, the a•• - WAS NO SuperintendenURepresen performed in accordance with the approved plans Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield. C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, C4 9535? • (209) 572-2200 545 Parrott 5t., San Jose, C4 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 cifi ons, and regulatory requirements. 226 N. Sherman, Ste. .rona, C4 92880 1501 15th Street , #106, Auburn, WA 98002 20714 State R. e 305 N.E, Ste. 3C, Poulsbo, WA 98370 19501 144 Ave. NE # F300, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 Q1Kraz an_ SASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR060607 DATE: 06/06/2007 CONTRACTOR: Baley Construction PROJECT#: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall INSPECTOR G. Naill JURISDICTION: City of Tukwila KRAZANPROJECTMANAGER: K.E.G. WEATHER: Cloudy TEMP: 61 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beams And Pile Caps 201J -20.31J.8, 20.3/J.8 -L, K.4120.3-22, 21.61K.4 L.7 reinforcing steel revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders reference report # 6316CR060107-1 Thru 6316CR060607-3 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, spedfcations, and regul Superintendert/Representative: Techruccian: George Nail! Offices Serving the Western United States Form 150i r.t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QIKraz an 8�ASSOCIAES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316BIR060807-1 Permit No. DATE: 6-08-07 CONTRACTOR: Baley Construction PROJECT 6: 066.06316 PROJECT: Westfield Malt Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Inspector. G. Neill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmoore test was performed on the 1 -inch 0 bolts with the following torque readings: 74 Kips 68 Kips 67 Kips Kips Kips Average tension: 69.0 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: X The bolts DID 1 DID NOT meet the required 67 Kips ❑ ANCHORS ❑ Proof Load ❑ Torque Test ❑ Epoxy ❑ % of total -inch 0 bolts were torque tested to lbs/ft. tension at the following locations: % of total anchors were load tested to 1bsIR_ tension at the following locations: Visual inspection was performed ort X NOTES 0 DISCREPANCIES 0 % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # F2H2305600 3" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. ASTM Test #: Measurement Uncertainty To the best of my knowledge, the Superintendent/Representatime: Equipment/Asset Number(s): J WAS NOT performed In accordance with the approved plans, specifications, and Technician: George Nail! 2i 5 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Coeotra, • (909) 549-1188 4231 Foster Ave., Bakersfield. CA 93308 • (661) 633-2200 1501 15* Street NW, 8106, Auburn, WA 98002 • (253) 939-2500 1025 Looe Palm Ave., #8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Pettish°, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE RF -300, Woodinville, WA 98072 • (425) 485-5519 05101 Bolting Inspection Repon.doc Revision 1 Effective tate. 5/25/75 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in soy format without the written permission of the clime and Khan & Associates. IKrazan &ASSOCiATES,INc. BOLTING INSPECTION REPORT NO: 63161318060807-2 GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Permit No. DATE: 6-08-07 CONTRACTOR: Baley Construction PROJECT#: 066-06316 PROJECT: Westfield Malf Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Inspector. G. Neill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 82 F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmore test was performed on the 1 -inch 0 bolts with the following torque readings: 86 Kips 86 Kips 80 Kips Kips Kips Average tension: 84 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: X The bolts DID f DID NOT meet the required 87 Kips ❑ ANCHORS 0 Proof Load ❑ Torque Test ❑ Epoxy ❑ % of total -inch 0 bolts were torque tested to lbs/ft. tension at the following locations: O % of total anchors were load tested to lbs/ft. tension at the following locations: O Visual inspection was performed on X NOTES ❑ DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # F2H2302200 3 112" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the Superintendent/Representative: Measurement Uncertainty WAS NOT performed in accordance with the approved plans, specifications, a Technician: George Nail! 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A. Canna, 928: • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1501 15' Suet NW, 1106, Auburn, 98002 • (253) 939-2500 1025 Looe Paint Ave, #8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Paulsbe, WA 98370 • (360) 598-2126 545 Parrott S1 San Jose, CA 95112 • (408) 271-2200 19501 1441h Ave NE #F-300, Woodinville, WA 96072 • (425) 485-5519 Revision 1 05101 Bolting h pection Reportdoc Effective Due: 525!05 The information povided on this report is prepared for the Inclusive use oldie client. Ibis report may not be reproduced in any format without the written permission of the clime sod Kraan & Associates. K.raZafl 8&ASSOCIATES,INc. BOLTING INSPECTION REPORT NO: 6316BIR060807-3 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION Permit No. DATE: 6-08-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mail KRAZAN PROJECT MANAGER: K.E.G. Inspector. G. Nail! PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62, F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmoore test was performed on the 1 -inch 0 bolts with the following torque readings: 78 Kips 74 Kips 73 Kips Kips Kips Average tension: 74.3 laPs ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: X The bolls DMD 1 PID NOT meet the required 67 Kips ❑ ANCHORS ❑ Proof Load ❑ Torque Test ❑ Epoxy Tota ❑ % of I -inch 0 bolts were torque tested to befit. tension at the following locations: ❑ Tota 9b of 1 anchors were load tested to ibsftt tension at the fallowing locations: ❑ Visual inspection was performed or X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # F2H2304600 2 3/4" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the above Superintendent/Representative: NOT performed In accordance with the approved plans, specifications. and Technician: George Nail! uiremef. 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, C 88 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1501 156 Street NW, 8106, WA 98002 • (253) 939-2500 1025 Lome Pahn Ave., 8136, Modesto, CA 95351 • (209) 572-2200 20714 Shite Hwy 305 NE, Ste 3C, Pnulsbo, WA 98370 • (360) 598-2I26 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 114t1t Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05! 0I Baking Inspection aeport.doc tievi:aoo i Effective rain 5f2510S The informiticn provided on this report is prepared for the exclusive use of the client. This report may not be Zyproduced in any format without the written permission of the chew and Kana & Associates. «I<r� &ASSOCIATES,INC. GEOTECHNICAL ENGrNEERrNG • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-08-07 PROJECT #. 066-06318 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. t► BOLTING INSPECTION REPORT NO: 6316B1R060807-4 Permit No. CONTRACTOR: Baler Construction Inspector. G. Neill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmoore test was performed on the 1 -inch 0 bolts with the following torque readings: 80 Kips 74 Kips Average tension: 76 Kips 74 Kips Kips Kips High strength bolt inspection was performed on the -inch 0 bolts at the following locations: X The bolts DID 1 DID NOT meet the required 87 D ANCHORS ❑ % of ❑ Proof Load Tota Kips ❑ Torque Test -inch 0 bolts were torque tested to ❑ Epoxy lbs/ft. tension at the following locations: Tots ❑ % of tension at the following locations: anchors were load tested to lbs/ft. Vlsuai inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # A45136293 3 3/4" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the a . r : v11rAS 1 AS NOT performed hi accordance with the approved plans, specifications, and • - • ul •;fi ;- • uireme* Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palen me., 48G. Modesto, CA 95351 • (209) 572-2200 545 Parrott St. San Jose. CA 95112 • (408) 271-2200 05101 eoltirg inspection R•ptwtdec The irtfarmamao provided as obis repot it prepared kr rhe occlusive me or the eaglet. This Tedinidan: Geor•e Nail! 226 N. Sherman, Ste. A, orona, CA 9288 • (909) 549-1188 1501 154 Street NW, N106, Auburn, W ' 8002 • (253)939-2500 20714 State Hwy 305 NE, Ste 3C. ' . Lebo, WA 98370 • (360) 598-2126 19501 144th Ave NE aF-300, 'ovilk, WA 98072 • (425) 485-5519 Revision 1 Effective Date 5125!05 report racy sot be reproduced it lay Forma without the *Waal permission afthtclient end Krsran & Associates. ..*".""-. aZan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-08-07 PROJECT t 066-06316 PROJECT: Westfield Mail Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. BOLTING INSPECTION REPORT NO: 6316BIR060807-5 Permit No. CONTRACTOR: Baley Construction Inspector. G. Naill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A Skidmore test was performed on the 1 A325 X A490 -inch 0 bolts with the following torque readings: 88 Kips 82 Kips 84 Kips Kips Kips Average tension: 84.6 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: X The boats DID f DID NOT meet the required 67 ❑ ANCHORS ❑ % Of ❑ Proof Load Tota Kips ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to lbst t. tension at the following locations: ❑ % of Tota tension at the following locations: anchors were Toad tested to kelt ❑ Visual Inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # F2H2303800 3 114" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: Measurement Uncertainty WAS NOT performed In accordance with the approved plans. specifications, and reg Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Patin Aviv„ 180, Modesto, CA 95351 545 Pam* St. San Jose, CA 95112 05101 Bolting inspection Report.doc • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 remer / 226 N. Sherman, Ste. A, Corona, CA 1501 15° Street NW, #106, . WA 98002 20714 State Hwy 305 NE, Ste 3C, PouLsbo, WA 98370 19501 144th Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)435-5519 Revision 1 Effective Dotal 5/25/05 The into n raie• provided an this report is prepared for the exclusive use of the client. Thu' report may not be reproduced in any formai without the written permiseion of the crier sod Krum & Associates. QKrazari &AS50CIATES,3NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316BIR060807-6 Permit No. DATE: 6-08-07 CONTRACTOR: Baley Construction PROJECT #: 066.08316 Inspector: G. Neill PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmore test was performed on the 1 -inch 0 bolts with the following torque readings: 79 Kips 74 Kips 79 Kips Kips Average tension: 77.3 Kips High strength bolt inspection was performed on the -inch 0 bolts at the following locations: Kips X The bolts DID / DID NOT meet the required 67 Kips ❑ ANCHORS 0 Proof Load ❑ Torque Test ❑ Epoxy ❑ 96 of Tota -inch 0 bolts were torque tested to lbs/ft. tension at the following locations: Tota % of 1 anchors *ere load tested to lbs/ft. tension at the following locations: 0 visual inspection was performed on X NOTES ❑ DISCREPANCIES 0 % COMPLETE Performed Skidmore Qualification testing of A490 TC bolts lot # F2H2302400 2 3/4" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. ASTM Test #: Measurement Uncertainty Equipment/Asset Number(s): To the best of my knowledge, the e . • e AS AS NOT performed in accordance with the approved plans, specifications. and regulat Superintendent/Representative: Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 • (559) 345-2200 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1501 15s Sheet NW, "106, Auburn, WA 9: ; t2 • (253) 939-2500 1025 Lone Palm Ave., #8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, ' . WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE IIF -300, Woodinville, WA 98072 • (425) 485-5519 Revision t 05101 Baking Inspection ReportdoeEffective Dile: 525/05 The information provided en this report is prepared for the esctuaivc um of the client. This report may not be reproduced in any Format withal the written permission or the client Sid Knnan & Associates. IKt2Z2U1FIELD $� A S S O C I A T E S, I N c. REPORT NO.: 6316DFR060807 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/08/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: 006-2455 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 62 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beams And Pile Caps J.8/23-24, J.6/24-25 pile caps 24/K, 24/M revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR060807-1 Thru 6316CR060807-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications, and regu t ''enf Superintendent/Representative: Technician: George Naill Vices Serving the Western United States Form tSGt :.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QKrazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-08-07 PROJECT III: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRATAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE060807 CONTRACTOR: Saley Construction PERMIT NO: D06-245 INSPECTOR: G. Nails MISC: WEATHER: Mostly Cloudy TEMP: 62 F ® STRUCTURAL STEEL FD FIELD/SHOP WELDING X OTHER n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Ottler 01.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs fer side. TN --top flange. Bf=bottom Hart e. Wb=web. N.S.E.W.=pompass directions. trop. Bottom. TBBf=lop end Mutton Range. r .373 b .375 well site stock splices .500 b .500 wall site stock splices .375 to .500 wall site stock splices PCMK J Grid Line 9i co UE htOCEDURE LEGEND w DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. c' e S. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING w t.. e 0 DEPTM FROM SURFACE 'A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END "r Splice # 66 1 x 70 1.2 66 Splice # 67 1 x 70 1.2 66 Splice # 68 1 x 70 1.2 66 Splice # 69 1 x 70 14 66 Splice # 70 1 x 70 14 66 Ultrasonic Test gm Equipment Make: USN 581 SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 5 EQU1PMENT/ASSET NUMBER(S): Transducer. Size .750x.150 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 5 ASTM Test Method: A587 Freque . 2.25 MHz To the best of my knowledge. the a Superintendent/Representative: AS N01 performed In accordance with the approved plans, specifications, and regulatory req Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave.. Bakersfield, CA 93308 1025 Lone Palm Ave., MBG, Modesto, CA 95351 545 Parrott St San Jose, CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 The iaiatauion provided on this report is prepared for the exclusive use of the client 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 922 Valley ave. N.W. Suite 101 Puyallup, Wa. ' 1 • (253) 939-2500 20714 State Hwy 305 NE, Ste 3C, Poulsbo, 98370 • (360) 598-2126 19501 144s Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25105 1na'05 This report may not be reproduced in nay gone= without the written permission of the client and Krum & Associ• es CmKraz I(I2L.Z.2u1 &ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS060807 DATE: 06-08-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D08-245 PROJECT: Westfield Mali Expansion INSPECTOR: G. Neill LOCATION: South Center Mail JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly cloudy Temp: 55 F STRUCTURAL STEEL X FIELD/ SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Items) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Visual inspection of Fit -up of full pen welded connections level 2 N, S & E face of columns grids C/7and C/8 Theater Roof Joist to Beam Location: Site stock Splices # 66 thru 70 Grid 6.2 -9.1/C.3 -D.3, C.4-E/9.1.1O.7 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X X SMAW FLAW GMAW SAW Other. Weld Type: X X X FILLET C.P. P.P. PLUG Other. Weld Size X X 3/18- '/," 5/16" 3/8" Other Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on site stock splices # 66 thru 70 with no relevant Indications noted reference report # 6316NDE060807 for test data. Received updated copy of WPS and electrode mill Certs. Retumed to office for Review. Equipment/Asset Number(s): ASTM Test #: To The best of my knowledge, the Superintendent/Representative: / WAS NOT performed in accordance With the approved plans, specifications. and regulat Technician: George Naill 05104 Wilding impeaio i Repart.dpc The intQrmrtion provided ea this report is prepared Rrr the exclusive use of the client. This report may ea be reproduced ie say format without Ow written permi £ffeawe Date: 5/25165 the client sad Kraaan & Associates. I(raZ3J:T1 &ASSOC1ATES,INC. GEOTECHNICAL ENGINEERING n ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-09-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. WELDING INSPECTION REPORT NO.: 6316SS060907 CONTRACTOR: Baley Construction PERMIT NO: 006 - INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 60 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. Item(s) Inspected: MATERIAL ID U.T. M.T. P.T. Relocation of W21x166 and modification of surrounding beams Location: Line D/6-7 X Welder qualification/certification verified for. Previously verified. X Position: Process: Weld Type: Weld Size X X X Codes: X X FLAT VERTICAL x SMAW FCAW X FILLET C.P. 3/16" Y." X AWS AISC HORIZONTAL GMAW P.P. X NOTES DISCREPANCIES 5/16' x IBC OVERHEAD X Filler Metal: E71t SAW Other. PLUG Other. x 3/8" Other. 7/16 ' ASME Other % COMPLETE On site for continuous visual inspection of 3/8 and 7/16 " Fillet welding for relocation of Beam per Bulletin Visual inspection revealed welding to be complete per plans and AWS D 1.1-2006 Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the aWAS NOT performed in accordance with the approved plans, specifications, and regulatory SuperintendeniRepresentative: Technician: George Naill 05104 welding inspection Report.doc The information provided on this report It prepared tar the exclusive use of the diem. This report may not be reproduced in any format without the written permission of on I freaive one: 5/25/05 crime sod Kana & Associates. aZ 1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6A2/07 PROJECT #. 066- 6 PERMIT NO: /1// NDE REPORT NO.: 3 9 9 6 CONTRACTOR: N1 PROJECT: CA/VROY/WE$TF/E40 4/4/.1- INSPECTOR: M' SORANT/NQ LOCATION: PDRrI4ND, c MI5C: CTP /V ZOS KRAZAN PROJECT MANAGER: _L.521}1__ WEATHER: /A/Dk" TEMP: 70 DJ i STRUCTURAL STEEL FIELD WELDING V.T. LJ MATERIAL ID YIU.T. M.T. P.T. Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK '. Make: /IX SN L Transducer: size SN QTY Conforming Welds .? QTY Nonconforming Welds Couplant 6r QTY Examined Welds ', f / ASTM Test Method: A587 Frequency:2.25 MH To the best of my knowledge, the abov SuperintendenllFiepresentative: HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave„ Bakersfield, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95172 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 :C 226 N. Sherman, Ste. A, Corona, C4 92880 1501 15th Street NW, *106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -1 Material Alloy Thickness Dwg/detail Gf5 Weld Joint Process CTr' Standard no.WS Material Ref. VARY Weld P/ 1.1- 6 ie Calibration Standard --------------. IIW type 1 SC ns=near side. ts=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MK/ Grid Line [QUANTITY OF WELDS REJECT PROCEDURE LEGEND TRANSDUCER ANULE DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO REFERENCE REFPORT NO. A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PAN/ANGOLAN DISTANCEI LENGTH DEPTH FROM SURFACE "A" [DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y" MOCI5 CZ • / 70 ° .3 3_12k__, C9a_ ¥ A * 1 / V CP/0 _1,- CQoa/ C7O-7i .2 i ,* !3531 a Ai/332/ ! , .A e 1 1 0200? a . 1 1 Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK '. Make: /IX SN L Transducer: size SN QTY Conforming Welds .? QTY Nonconforming Welds Couplant 6r QTY Examined Welds ', f / ASTM Test Method: A587 Frequency:2.25 MH To the best of my knowledge, the abov SuperintendenllFiepresentative: HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave„ Bakersfield, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95172 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 :C 226 N. Sherman, Ste. A, Corona, C4 92880 1501 15th Street NW, *106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 15;2007 KA No. 066-06316 Permit No. D6-425 RECENED jUN 2 6 X44 Mr. Pat Burns (3MMUNITY WESTFIELD CORP., INC. O PIAIENT 633 Southcenter Seattle, WA. 98188 =CEvED -el 26 20011 ,:�;1uNi7Y DEVELOPMENT RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. ')/ eae-7,12erv—, Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pd#) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 063[6 break nrazan a mew:maanes, mc:. 1�U! *treat nri butte 1UD, muourn, VIM }louuL, (L3J) b l-L3UU Project No. 066-06316 Weather Sunny Cyl. Code 070756 Pour Date 5/11/2007 Report No. 51107-1 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Wesffield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 13:33 78 185211 CYLINDER REPORT Plant No. 201 Slump % Air (In.) 5', Mix Temp. (F) 72 Site Mix Air Temp. (F) 54 Unit Wt. (pcf) Placement Area Location Pile caps K.7/18.8,M/18.3,N/18.4,N/17.6, grade beams N/15.8 to M.4/15.6,M.4115.6 to M/16,M/16 to L/15.6,M116 to K.7/16.4 to K116,K.9/15 to K.7-16.4 and escalator pit walls 14.51J.9.5 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51107-1 Inspector G. Naill 'Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs.1 1860 1858 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1420 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 560 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 070756 5/18/2007 7 4x8 070756 6/8/2007 28 4x8 070756 6/8/2007 28 4x8 070756 H 4x8 070756 070756 070756 070756 Remarks Results Reviewed By 44. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Design Strength 4,000 i 28 days Max. Comp. Area C.F. Load Str. (psi) 12.58 0.0 53920 4,290 12.53 0.0 67840 5.410 12.53 0.0 67270 5,370 Date Reviewed Date Specimens Rec'd. 5/15/2007 Tested Set # By 1 TN 1 TN 1 TN 1 3: Cone & Shear 4: Shear hnn 03101 11wl.pn 3 ElletheAdb SMZA' TL. Yromrtlon embed on this wed k pr•p•lad rot the .onielso mw of the —.- This report troy not le i.prnduatd In say tonne nNhnt the ween permission otitis dee and Kz.rerr 3 Mee Break Type N/A N/A NIA Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070767 Pour Date 5/14/2007 Report No. 51407-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 136 119400 5-1/2" 67 68 Placement Area Location Pile cap and grade beams 17/A -B, 18/A -B, B/17-18, pile caps D/24, D.7.5/24, F.2/24, G/24, H/24 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51407 inspector G. Nalll Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 265 Alr Ent. (oz) Other (oz) Other (az) Other (az) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/15/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 5/21/2007 7 4x8 12.57 0.0 58322 3,240 1 JS NIA 070767 070767 070767 070767 070767 070767 070767 070767 Remarks 6/11/2007 28 4x8 12.53 0.0 76620 6,110 1 TN N/A 6/11/2007 28 4x8 12.53 0.0 79430 6,340 1 TN N/A H 4x8 1 Results Reviewed Byji Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) F 03101 RnAtlon 3 etawo D. snag T. ilfOffootion provIdot on Ws roped 4wmorod for th...olahs u.e of tho dont This np nm.y not 0* r.Prodiw.d In any Ian* *Mout uo wRri ronnisaJon of Or dot sod ltrozan & Nwc5 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070768 Pour Date 5/14/2007 Report No. 51407-2 Weather Sunny Jurisdiction City Of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfeld Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:45 48 119412 4-3/4" 68 68 Placement Area Location Pile cap and grade beams 17/A -B, 18/A -B, 6/17-18, pile caps D/24, D.7.5/24, F.2/24, G124, H124 Sampled at 55 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. Ibs.1 1860 1851 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/15/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070768 5/21/2007 7 4x8 12.57 0.0 51274 4,080 1 JS WA 070768 6/11/2007 28 4x8 12.53 0.0 65280 5,210 1 TN N/A 070768 6/11/2007 28 4x8 12.53 0.0 68030 5,430 1 TN N/A 070768 H 4x8 1 070768 070768 070768 070768 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming 1 Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- B% Fenn 03101 nwYon * !Asara oda WI 2.104 7h. Yromrlon prodded on Vie report k prepared dor the exclude' u.. of 0r dart Tile report may not be reproduced In any found wahou the wenn plrninbn of the dant and Kram a A..o& r\rezan e• Associates, inc. 'tDu-i - 'lotn .7treet row oulte Tuo, Auourrl, VVA USUUL, VW) J3J-LOUD Project No. 066-06316 Cyl. Code 070778 Pour Date 5/15/2007 Report No. 51507-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 88 185415 5" 78 80 Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 21/H, 21/J, 25/D.3, 25/D.7, 25/F, 25/G,25/H,25/J Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070778 5/22/2007 7 4x8 12.60 0.0 53500 4,250 1 TN N/A 070778 6/12/2007 28 4x8 12.57 0.0 71460 5,680 1 Tn N/A 070778 6/12/2007 28 4x8 12.57 0.0 74630 5,940 1 TN N/A 070778 H 4x8 1 070778 070778 070778 070778 Remarks Results Reviewed By jily4. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Anion 3 Effective Das 5/1 The lolionvotion provbed an this report k crewed for the exclusive we of the dt..r. This rpat may not 6e reproduced N spry fenn ,. hocd the mitten pormiation of Ore dim* end K, z n A Assoc* nrazan es Associates, Inc. l Dui -Iota otreett ixvir butte tuo, Auburn, WA 31$UUL, (LOS) 31SJ-LDUU Project No. 066-06316 Cyl. Code 070778 Pour Date Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila 5/15/2007 Report No. 51507-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Time Truck# Ticket # 13:38 86 185419 Slump % Air (in.) 571 Mix Temp. (F) 79 Site Mix Air Temp. (F) 81 Unit WL (pcf) Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 211H, 21/J, 251D.3, 25/D.7, 251F, 251G,251H,251J Sampled at 56 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51507 Inspector G. Neill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 568 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1409 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070778 5/22/2007 070778 6/12/2007 070778 6/12/2007 070778 070778 070778 070778 070778 Remarks Results Reviewed By /E. Field Cure Codes for Break Types: Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/16/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.60 0.0 52450 4,160 2 TN NIA 28 4x8 12.57 0.0 73240 5,830 2 TN NIA 28 4x8 12.57 0.0 77580 6,170 2 TN N/A H 4x8 2 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Pam 03101 Revision 3 EMdlw Ode 3i12/0r The Honnenee prove en this revert Y prepared to the exclusive use of the dent. This roped may not be reproduced In any formal without the mitten pernieebn M dwelled end Krum' d Aesom n� dcdn Mssociates, inc. 'au r lain °tree' rpm bulge sus, muourn, vv#' bouuL, tLa.J) usw cuuu Project No. 066-06316 Cyl. Code 070779 Pour Date 5/15/2007 Report No. 51507-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 14:30 76 CYLINDER REPORT Ticket # 119444 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-3/4" 78 83 Unit Wt. (per) Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 21/H, 21/J, 25/D.3, 25/D.7, 25/F, 25/G,25/H,25/J Sampled at 101 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051507 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs.1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 562 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070779 5/22/2007 070779 6/12/2007 070779 6/12/2007 070779 070779 070779 070779 070779 Remarks Results Reviewed By/111 � Field Cure Codes for Break Types: Design Strength 4,000 @ 28 days Date Specimens Recd. 5/16/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.60 0.0 53160 4,220 3 TN N/A 28 4x8 12.57 0.0 76210 6,060 3 TN 28 4x8 12.57 3 H 4x8 3 Date Reviewed Laboratory Test Methods X ASTM 039 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fo,m Dam f,Yhn 3 Udine Dote 6✓12m4 The edema= provided on this report is premed for the adusiw u.e of the dent. TIN report mes not be reproduced in .q format wCmut the written pemMston of the ollert end Krecan d: Mser3 Arazan a Associates, Inc. 1 - iotn Street NW 1uitl: 1Ub, Auburn, WA USUUL, ('LW) ti3U-ZbUU Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070785 Pour Date 5/16/2007 Report No. 51607-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (P) 8:03 426 808194 5" 73 52 Placement Area Location Piles # 501,503,528,529,530,531,532,533,590,591,592 593, 594, 595,596 Sampled at 5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 451 F. Ash lbs. 80 79 C. agg. lbs. 1 1943 1942 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1419 Water lbs. 230 215 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/17/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070785 5/23/2007 7 4x8 12.55 0.0 40110 3,200 1 TN N/A 070785 6/13/2007 28 4x8 12.57 0.0 64133 5,100 1 TN NIA 070785 6/13/2007 28 4x8 12.57 0.0 64134 5,100 1 TN N/A 070785 H 4x8 1 070785 070785 070785 070785 Remarks Results Reviewed ByffEa Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% ro,m 03101 ti.rhton meatie D. 5v1ze0 The bionnetfon provided en Ods report is prepared for tot vdusire use of the dent. The report may not be ,produced In any lama iNJ+uut 7w oneten permission Odom afoot and Kaden a Meech 1'U OLdI1 Ca MssUt:ldtlib, 1111:. 1• 7[n oLruei miry *tine 'fuo, Auburn, vvm vouuc, vas; ase couu Project No. 066-06316 Cyl. Code 070786 Pour Date 5/16/2007 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mali Expansion Engineer ANF & Assoc. Report No. 51607-2 Permit No. D06-245 Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 11:18 426 Ticket # 808433 CYLINDER REPORT Plant No. 14 Mix Slump Temp. % Air (in.) (F) 5-1/2" 72 Site Mix Air Temp. (F) 59 Unit Wt. (pcf) Placement Area Location Piles # 501,503,528,529,530,531,532,533,590,591,592 593, 594, 595,596 Sampled at 54 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051607 Inspector G. Naill Reported Batch Data Design Weights Mix No_ 448174 Cem. lbs. 450 F. Ash lbs. 80 C. agg. Ibs. 1 1943 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1418 Water lbs. 230 215 Air Ent. (oz) Other(oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other(oz) Water Added on Job (gals.) Actual Weights 448174 450 82 1946 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 070786 5/23/2007 070786 6/13/2007 070786 6/13/2007 070786 070786 070786 070786 070786 Remarks Results Reviewed ByilT('p Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/17/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 33940 2,700 2 TN N/A 28 4x8 12.57 0.0 60359 4,800 2 TN N/A 28 4x8 12.57 0.0 61111 4,860 2 TN N/A H 4x8 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fan1103101 Revision 3 Meths Dae VIM The infwma0on wend an tlb report 4 peered forth exceeds. use of to client. Tie report may not be reproduced In eery tinsel shat to Witten permission of the dent end Kraus a Assad rudcdii o M bUcidurb, urc. tout - our weer tvvv aunte •tub, Muourn, YVN VoUtIA, (gas) asa-teuu ' Project No. 066-06316 Cyl. Code 070783 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Wesfeld Corp., Inc. 5/16/2007 Report No. 51607-3 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 14:40 76 Other Ticket # 185544 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 5-1/4" 61 Site Mix Air Temp. (F) 63 Unit Wt. (pcf) Placement Area Location Pile cap and grade beam 17.6/M -K.7. Pile caps 2518, 25/C.3 and planter slab on grade 13.5/J.12, 13.6/K.6 Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051607 Inspector S. Hyatt, Jr Reported Batch Data Design Weights Mix No. 01600 Cm. tbs. 564 F. Ash lbs. C. agg. tbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 269 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 560 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Test Code Date 070783 5/23/2007 070783 6/13/2007 070783 6/13/2007 070783 070783 070783 070783 070783 Remarks cC' Results Reviewed By /1/14, Field Cure Design Strength 4,000 @ 28 days Age Dim. Area 7 4x8 12.55 28 4x8 12.57 28 4x8 12.57 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 58400 76190 75290 Date Specimens Rec'd. 5/17/2007 Comp. Tested Break Str. (psi) Set # By Type 4,650 3 TN N/A 6,060 3 TN NIA 5,990 3 TN N/A 3 Date Reviewed 3: Cone & Shear 4: Shear Form 03101 Narwon Usages Date 6!t2/ne Th. t .m fl masklike' an nate *part Is preps* tar the satlrFro tea *the dent. Thi report may rot be r.prndua.d h Any lamrt *ahaul the r'Ilert pismissan of the edam lie Mewl & Assad' Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) r razan 64 Associates, Inc. lou? 79tH Street NVV Suite 7Uti, AuDurn, VVA VdUtli, (19:5) IMI -Z9.11) Project No. 066-06316 Cyl. Code 070973 Pour Date 6/1/2007 Report No. 60107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WAArchitect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 5:12 747 186398 6" 73 58 Placement Area Location Slab on grade 12 -131G -K,13 -151L.7 -G, 15 -16.4/G -L, 16.4- 17.61G -K.3 Sampled at 6 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs.1 1455 1463 C. agg. lbs. 2 485 493 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070973 6/8/2007 7 4x8 12.53 0.0 51930 4,140 1 TN N/A 070973 6/29/2007 28 4x8 1 070973 6/29/2007 28 4x8 1 070973 H 4x8 070973 070973 070973 070973 Remarks Results Reviewed By . Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 00101 Reviebn a —lfeethe C .IYi2A4 The Newmann welded en MN report I. prepared kw the eodneive we d the dent. Thle raped they nal be reproduced In ary braid without the wrkdsn parndedon ofthe relent end Kremer d Areock Arazan & Associates, Inc. loin - 1Dtn btreei MW ,Lute 9Ub, AUDurn, WA etWU1, VW) gsli-ZDUU Project -No. 066-06316 Cyl. Code 070974 Pour Date 6/1/2007 Report No. 60107-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 5:38 20 186403 5-314" 74 58 Placement Area Location Slab on grade 12 -131G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.61G -K.3 Sampled at 60 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO60107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.Ibs. 520 520 F. Ash lbs. C. agg. Ibs.1 1455 1472 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1334 Water lbs. 275 255 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 54230 4,330 2 TN N/A 28 4x8 2 28 4x8 2 H 4x8 2 070974 6/8/2007 070974 6/29/2007 070974 6/29/2007 070974 070974 070974 070974 070974 Remarks Results Reviewed By re6 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) P am 09101 Rerlebn 3 E 1gd ve D. 9112!04 Th.Idom.Abn provided an this report is pnpr.d forth. exclusive us of the agent. This report any not bo reproduced is ary format without the written permission of 0r dry.rd Nru.n & Asia* ru trtcan a rassuutates, mc. t7u"t - lain atreet nvv-aulte luo, AUDUrn, WA t1tfUUL, (Los) y4 -L'JUU !Project No. 066-06316 Cyl. Code 070975 Pour Date 6/1/2007 Report No. 60107-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:05 23 186407 6" 73 58 Placement Area Location Slab on grade 12 -131G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.61G -K.3 Sampled at 105 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 512 F. Ash tbs. C. agg. Ibs. 1 1455 1458 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 Q 28 days Date Specimens Rec'd. Cy'. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070975 6/8/2007 7 4x8 12.53 0.0 53310 4,250 3 TN N/A 070975 6/29/2007 28 4x8 3 070975 6/29/2007 28 4x8 3 070975 H 4x8 3 070975 070975 070975 070975 Remarks Results Reviewed By,� Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +!- 8% Foam 03101 Renekn 1 Nall, Onto 5f12I0.1 Th. Ydorn.dkn p reldnd an Yds nowt is prepared kr ten manly* din eir4. Ttg roped Noy nut bo ropoduend In any format wtlrout Ihs wean penranion of tient and Koval & Assodi niazan of Associates, Inc 3U1 - 13 n tree. i vv Dulie 'IUO, HUDUrf, VVA 71 01/1)4, (10,11 11J -LODU -Project No. 066-06316 Cyl. Code 070976 Pour Date - 6/1/2007 Report No. 60107-4 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. 1706-245 Engineer ANF -& Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:30 747 119752 6" 74 58 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 158 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1451 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070976 6/8/2007 7 4x8 12.53 0.0 56470 4,510 4 TN N/A 070976 6/29/2007 28 4x8 4 070976 6/29/2007 28 4x8 4 070976 H 4x8 4 070976 070976 070976 070976 Remarks Results Reviewed By /ITC Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fant 03101 RwMbn3 Motive Cats SAM The iofmr on pnvaledan Mie roped le pr.pded for IhS colushoo use of lir chant Ma report may not be r.produosd h any formal without to mike pormleolon el Ito dent end Kranm 8 Assad Arazan a. Associates, inc. lout "tom ltreet NYYbutte lop, AUDurn, WA t9tsuu4, (Lo:s) Jay-Louu Project No. 066-06316 Cyl. Code 070977 Pour Date -61112007- Report No. 60107-5 Weather Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (9 (F) (pcf) 6:47 76 119756 6" 74 58 Placement Area Location Slab on grade 12 -13/G -K,13 -151L.7 -G, 15 -16.4/G -L, 16.4- 17.61G -K.3 Sampled at 202cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 525 F. Ash lbs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 482 C. agg. lbs. 3 Sand lbs. 1333 1331 water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070977 6/8/2007 7 4x8 12.53 0.0 58480 4,670 5 TN NIA 070977 6/2912007 28 4x8 5 070977 6/29/2007 28 4x8 5 070977 H 4x8 5 070977 070977 070977 070977 Remarks /+ Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Yam 03701 Revision Ef.lIw. Dr.Sh2/O+ The Monmil 1 provId•d on Ole report le prepared forth. scdiwire use of the dent. Thie report my not be reproduced h.y fenrol without the %viten permission of the client end Kmzsr d Assad nrazan a ASSOCiates, Inc. - 'i UU7 - lei n otreei IVYY buiie lwb, Auourn, VVA SltSUUL, (453) a3e-L000 Project No. 066-06316 Cyt. Code 070978 Pour Date 6/1/2007 Report No. 60107-6 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 7:23 23 119761 5-1/2" 75 59 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 254cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 529 F. Ash Ibs. C. agg. Ibs. 1 1455 1452 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 262 Air Ent (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals) 0 Field Test Methods x ASTM C143 ASTM C13B x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 52230 4,170 6 TN N/A 28 4x8 6 28 4x8 6 H 4x8 6 070978 6/8/2007 070978 6/29/2007 070978 6/29/2007 070978 070978 070978 070978 070978 Remarks Results Reviewed By X -/E.. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 R.r41an 3 Effective Date 5l12 r The htomwrtlan provided on dela needle prepared for the .xdu*We use dew dent. Tlta report may nal b. reproduced ki are formal r Uho, the ■When pwniaalan ache deet and Kazan & Amore n razan Ot Associates,. Inc. lout - loin bueeI IVvv buute iuo, AuDUITI, VVA suuuL, (LD.) v.IV-LoUU ._Project No. 066-06316 Cyl. Code 070979 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 6/1/2007 Report No. 60107-7 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:54 747 119766 5-3/4" 74 60 Placement Area Location Slab on grade 12 -131G -K,13 -15/L.7 -G, 15 -16.41G -L, 16.4- 17.61G -K.3 Sampled at 308 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Com. lbs. 520 522 F. Ash lbs. C. agg. lbs. 1 1455 1453 C. agg. lbs. 2 485 491 C. agg. lbs. 3 Sand lbs. 1333 1339 Water lbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070979 6/8/2007 7 4x8 12.53 0.0 56630 4,520 7 TN NIA 070979 6/29/2007 28 4x8 7 070979 6/29/2007 28 4x8 7 070979 H 4x8 7 070979 070979 070979 070979 Remarks Results Reviewed By /aW Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 08101 Revision 3 ElbdNn Des 5/12101 The Yrbrmatlon provided en this report Is premed for the embers use of do dent ttes report rrry not be reproduced in any dorm t without the verso permission of 0w dent and Krum, & Assad r\razan a4 Associates, Inc. - i to Street NW Suite uti, Auburn, VVA BtfUUL, (153) a3v-20UU Project No. 066-06316 Cyt. Code 070980 Pour Date 6/1/2007 Report No. 60107-8 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Time 8:37 CYLINDER REPORT Miles Plant No. 203 Truck# Ticket # 20 119771 Site Mix Mix Air Slump Temp. Temp. % Air (In.) (F) (F) 5-3/4" 72 61 Unit Wt. (Pct.) Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 360 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Weights Actual Weights Mix No. 1 5COVW 1 5COVW Cem.lbs. 520 522 F. Ash Ibs. C. agg. lbs. 1 1455 1452 C. agg. lbs. 2 485 482 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 262 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date 070980 6/8/2007 070980 6/29/2007 070980 6/29/2007 070980 070980 070980 070980 070980 Remarks Results Reviewed By // Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Field Cure Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.53 0.0 50730 4,050 8 TN N/A X ASTM C39 Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Laboratory Test Methods Date Reviewed 8 ASTM C109 8 ASTM C617 8 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Rent 03101 Revision 3 filleciter Thee 5/12/0t The ironnrlun provided on this wort is prepared for tt u .ocdu.ive use of the dent. This neat ratty not t» nprodus.d In on format without the wren oerrnksfan of the dant and Krum & Aram actin a r►asvciines, inc. tau! lain Queer nry Duke iuo, muourn, vvm a*uuc, (cos) ass-cauu Project No. 066-06316 Cyl. Code 070981_ Pour Date 6/1/2007 Report No. 60107-9 Weather Sunny Jurisdiction City of Tukwila Project Westfield Malt Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (9 (F) (pcf) 9:58 78 119777 5" 76 64 Placement Area Location GB1 grade beams in grid 20 -22/D -G, 201G -H Sampled at 405 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash Ibs. C. agg. lbs. 1 1455 1453 C. agg. Ibs. 2 485 485 C. agg. Ibs. 3 Sand lbs. 1333 1331 Water Ibs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 45610 3,640 9 TN NIA 070981 6/8/2007 070981 6/29/2007 070981 6/29/2007 070981 070981 070981 070981 070981 Remarks Results Reviewed By ' 1C 28 4x8 28 4x8 H 4x8 Date Reviewed 9 9 9 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 07101 rt r'lon 3 E fl.unre Deft 5,121L10 71. M,nneOoe woreed on this resort is prepared for the esolustre u.. d the dart l it report may not be reproduced In any lomat without the molten prounion of he client rexl 14az., a Atsoch NaL611 a NbbULildLLlb, IIIL:. I U - JOL11,0$.rtlCL MY OUILe WO, Muuurrl, Slows, VW) Si)SI-LODU - - Project No. 066-06316 Weather Sunny CyI. Code 070982 _Pour Date Jurisdiction City of Tukwila _ Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 6/1/2007 Report No. 60107-10 Permit No. D06-245 -Engineer ANF & Assoc. 'Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Time Truck# Ticket # 10:55 134 119788 Plant No. 203 Site Mix Mix Air Unit Stump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5" 78 70 Placement Area Location Grade beams E.11123-F/24,G/23-24,H/23-24,24/D.7.5-G Sampled at 5 cyds Remarks Placed by chute and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 568 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 26 days CyI. Test Field Max. Code Date Cure Age Dim. Area C.F. Load 070982 6/8/2007 7 4x8 12.53 0.0 486890 070982 6/29/2007 28 4x8 070982 6/29/2007 28 4x8 070982 H 4x8 070982 070982 070982 070982 Remarks Results Reviewed By /(,E6 Comp. Str. (psi) 3,890 Date Reviewed Date Specimens Rec'd. Tested Break Set # By Type 10 TN NIA 10 10 10 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fou,oato1 Revision eif.N,, DON 6112/0A 71w lMuenrlon provided on this import M pntponid for a+w swokis w usw n ew dent. This wpu,t May not taw Mped.red any bum! %without tiw written porrniotion of the dent ena Kr zen & Amick Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 -'15th Street NW Suite 106, Auburn, WA 98002, (253)939:2500 - Protect No. 066-06316 - Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070986 Pour Date 6/4/2007 Report No. 60407-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:40 135 186551 5" 72 65 Placement Area Location Grade beams 25/F-J,24/F-H,F124-25,G/24-25 Sampled at 2 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 571 F. Ash tbs. C. agg. Ibs. 1 1860 1982 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1405 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1D64 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Reed. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load - Str. (psi) Set# By Type 070986 6/11/2007 7 4x8 12.53 0.0 57380 4.580 1 TN N/A 070986 7/2/2007 28 4x8 1 070986 7/2/2007 28 4x8 1 070986 H 4x8 1 070986 070986 070986 070986 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 00101 Revision ®7s fide 6112A01 The iiwmdbn Pessidd on Thi mporl is prepared for On rrdslve use of the dirt This report min not be reproduced In wry fennel venni Os %olden Dominion of the dent and Krezen 5 Mooch nrazan ea Associates, inc. lout - tout Duvet tVVV DUBS lUb, AUDurn, VVA IMUUZ, (LWW) 11S3-10UU Project No. 066-06316 Cyl. Code 071043 Pour Date 6/6/2007 Report No. 60607-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:34 325 186702 5-1/2" 66 561 Placement Area Location Grade beams and pile caps 201J-20.3/J.8,20.3/J.8-L,K.4/20. 3 -22,21.6/K.4 -L.7 Sampled at 62 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs.1 1860 1870 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071043 6/13/2007 7 4x8 12.57 0.0 46880 3,730 2 TN N/A 071043 7/4/2007 28 4x8 2 071043 7/4/2007 28 4x8 2 071043 H 4x8 2 071043 071043 071043 071043 Remarks Results Reviewed By f.ct, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 R.Mean 3 ERWMe D. &121d The Yiomnllon provided on thle wont r mewed for the exolutlre use d the dent. Thl report may not be reproduced hNay banal without the w,llten pe niebn d the cleat Ed Km= d Assoc* %Idcdll a K.1SIM:ldW , Ir1C:. uou 1 - I0u1 ou uei ItIYY .7ulte WO, NUDurn, YYN SR vUL, [L34.1j JJe-haVU Project No. 066-06316 Cyl. Code 071042 Pour Date 6/6/2007 Report No. 60607-3 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:00 92 119933 4-3/4" 63 60 Placement Area Location Grade beams and pile caps 20/J-20.3/J.8,20.3/J.8-L,K.4/20. 3 -22,21.6/K.4 -L.7 Sampled at 137 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071042 6/13/2007 7 4x8 12.57 0.0 49670 3,950 3 TN N/A 071042 7/4/2007 28 4x8 3 071042 7/4/2007 28 4x8 3 071042 H 4x8 3 071042 071042 071042 071042 Remarks Results Reviewed ByG Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fawn oalDt wwbn a Wreathe oats 5+12104 'rh. information provided an this wort Is prepared br the =dunk. u.. or Ihs allonL fl* report may not W reproduced In ay /01111111 .Rho01 Ne %1t.n parnbabn of the dant and Krum & Assad IKraZar1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2007 KA No. 066-06316 Permit No. D6-425 RECEIVE] Mr. Pat Burns 2 8 NgWESTFIELD CORP., INC. 01 633 Southcenter GONWelpt Seattle, WA. 98188��� RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Bums, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, & ASSOCIATES, INC. rZAN ir Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAIL, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 9837I • (253) 939-2500 • Fax: (253) 939-2556 06316 break • %. •.r.•.. Y. rw.wvv..••vw, 1..V. ww / /M►// .00 ui. /S V• ...411 ICI 1Iu, lRYVu111, 1111 Pt 114:14) aJ.7-LJuv " Project No. 066-06316 Cyl. Code 070832 Pour Date 5/21/2007 Report No. 52107-1 Weather Light Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:15 41 185731 5-112:" 64 47 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 3 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill ARE Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1468 C. agg. lbs. 2 485 488 C. egg. lbs. 3 Sand lbs. 1333 1336 Water lbs. 275 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070832 5/28/2007 7 4x8 12.58 0.0 54120 4,300 1 TN N/A 070832 6/11/2007 28 4x8 12.52 0.0 76790 8,130 1 TN WA 070832 6/11/2007 28 4x8 12.52 0.0 79010 6,310 1 TN N/A 070832 H 4x8 1 070832 070832 070832 070832 Remarks Results Reviewed By e4, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 f;/yisinn 8 MOM. Niko Show Tho Inbrmollon p ooldod an Mi/ "port i1 p opted fa the ocokoh. woo of tho dont. This mat any not be np othowl In any tonna *eat the wtoen prm Mon albs dal and Waaa+ & Assori Krazan S. Associates, Inc. 15U1 - 15th Street HW Suite 1116, Auburn, WA 8t3UU2, (153) 838-25UU Project No. 066-06316 Cyl. Code 070833 Pour Date 5/21/2007 Report No. 52107-2 Weather Light Rain Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Feld Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:47 20 119530 5-1/2:" 64 47 a Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 58 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW cm, lbs. 520 517 F. Ash lbs. C. agg. lbs. t 1455 1456 C. agg. lbs. 2 485 487 C. agg. lbs. 3 Sand lbs. 1333 1341 Water lbs. 275 259 Air Ent, (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (tars.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070833 5/28/2007 7 4x8 12.58 0.0 54710 4,350 2 TN N/A 070833 6/11/2007 28 4x8 12.52 0.0 72130 5,760 2 TN N/A 070833 6/11/2007 28 4x8 12.52 0.0 73100 5,840 2 TN NIA 070833 H 4x8 2 070833 070833 070833 070833 Remarks Results Reviewed By/0' Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +f- 8% Form aa1o1 Review 7 MGM. Oats VIVO/ The HonriMion PIWGd d on Ns sport Y Pruparad Jrnthe exclusive we of the dere. This report may not be reproduced it soy lomW Win*, the ashen perm of of the Ment are itrazen s Assad Krazan & Associates, Inc. 1b01 - 1 btn street NW suite lull, Aunurn, INA SUUU'L, (Z ,i) 1113!!-zoUU Project No. 066-06316 Weather Light Rain Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070834 Pour Date 5/21/2007 Report No. 52107-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# Ticket # 6:14 65 119533 Plant No. 203 Site Mix Mix Slump Temp. % Air (In.) (F) 6" 65 Air Temp. (F) 48 Unit Wt (pcf) Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 104 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Neill Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 275 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 15COVW 520 1454 484 1333 262 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyr. Code Test Date Field Cure 070834 5/28/2007 070834 6/11/2007 070834 6/11/2007 070834 070834 070834 070834 070834 Remarks Results Reviewed ByP Design Strength 3,000 @I 28 days Max. Age Dim, Area C.F. Load 7 4x8 12.58 0.0 54680 28 4x8 12.52 0.0 76100 28 4x8 12.52 0.0 74210 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Specimens Rec'd. Comp. Tested Break Str. (psi) Set # By Type 4,350 3 TN NIA 6,080 3 TN N/A 5,930 3 TN N/A 3 Date Reviewed 3: Cone & Shear 4: Shear f=orm 03101 tt.rrbn a t?Osdl.* D .6112!01 n1a bfom rbn provided on tbla report Is prepared for lie ewdusive ire of bedfast TNN noon may not be rpaducod N sny twat nesaut 0n waren pslntfssbn of the dant and Krazan a Assad; Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 75u1 - loth a reef NW buRe 1tfb, AUDUrn, VVA bbUUL, (1D3) a3e-L3uu Project No. 066-06316 Cyl. Code 070835 Pour Date 5/21/2007 Report No. 52107-4 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:05 18 119538 5-3/4" 65 48 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 190 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.Ibs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1349 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070835 5/28/2007 7 4x8 12.58 0.0 56890 4,520 4 TN NIA 070835 6/11/2007 28 4x8 12.52 0.0 80860 6,460 4 TN N/A 070835 6/11/2007 28 4x8 12.52 0.0 78370 6,260 4 TN N/A 070835 H 4x8 4 070835 070835 070835 070835 Remarks rr Results Reviewed Byr Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ponntafot Revbbn 3 Effective Dale MVO! The edonnrlen provided on MIF *pod le prepared for the aaoNsive use of the alert Me report may not he reproduced in wry format %that& the written pendeelon d the alert and !teal & Assoc!: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Light Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070836 Pour Date 5/21/2007 Report No. 52107-5 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 7:20 21 CYLINDER REPORT Ticket # 119540 Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-112" 65 48 Unit Wt. (pcf) Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G116-18 Sampled at 208 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Weights Actual Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1458 C. agg. lbs. 2 485 490 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 070836 5/28/2007 070836 6/11/2007 070836 6/11/2007 070836 070836 070836 070836 070836 Remarks Results Reviewed By ci Design Strength 3,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 58630 4,660 5 TN N/A 28 4x8 12.52 0.0 72920 5,820 5 TN N/A 28 4x8 12.52 0.0 74340 5.940 5 TN N/A H 4x8 5 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Farm 03101 R..tdon EWNdhre D. 5112/0' The information provided on 1Ns report it prepared for the exclusive we of the client The report my not bra riprodu,d it any format *tout the wain p.nnintun of 0. okra and Kneen & Mooch Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98001, (253) 938-15UU Project No. 066-06316 Cyl. Code 070837 Pour Date 5/21/2007 Report No. 52107-6 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:03 747 119548 6" 65 49 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 285 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1457 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cy!. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070837 5128/2007 7 4x8 12.58 0.0 54000 4,290 6 TN N/A 070837 6/11/2007 28 4x8 12.52 0.0 75750 6,050 6 TN N/A 070837 6/11/2007 28 4x8 12.52 0.0 70790 5,650 6 TN N/A 070837 H 4x8 6 070837 070837 070837 070837 Remarks Results Reviewed By 0..40 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 Revision 3 EIF.ctly. D. 3!12)01 The Inlartndbn proNd.d on 0111 report 11 prepared for the nrtltretw vet of 01. drat. ilea report may not 6e reproduced i, any format without 01e mitten permission of the clan and Krum 8 Mack Krazan & Associates, Inc. 15U7 - loth Street raw Suite 9Uti, Auourn, WA t>ttitlUx, (D4) `J3y-LDUu Project No. 066-06316 Weather Light Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070838 Pour Date 5/21/2007 Report No. 52107-7 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time 8:24 Truck# Ticket # 20 119552 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 64 49 Unit Wt. (pcf) Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 320 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Weights Actual Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1457 C. agg. lbs. 2 485 482 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 260 Air Ent. (oz) Other(oz) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyi. Code Design Strength 3,000 @ 28 days Test Field Max. Date Cure Age Dim, Area C.F. Load 070838 5/28/2007 7 4x8 12.58 0.0 56940 070838 6/11/2007 28 4x8 12.52 0.0 70880 070838 6/11/2007 28 4x8 12.52 0.0 73320 070838 H 4x8 070838 070838 070838 070838 Remarks Results Reviewed By # Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Comp. Str. (psi) 4,530 5,660 5,860 Date Reviewed Date Specimens Recd. Tested Break Set# By Type 7 TN N/A 7 Tn N/A 7 TN NIA 7 3: Cone & Shear 4: Shear Farr 86101 Revision 3 OWN, Oils 5/1T/0e The 1Mom+rlon provided on ilea report is pepsd ler Tie w`diaire caw M the client This report may nal be reproduced r any tomcat % abo t tly written permission al the aisle ad Ream d Mood' Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070839 Pour Date 5/21/2007 Report No. 52107-8 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pci) 9:00 71 119558 5" 64 49 Placement Area Location Slab on grade A.8 -G.3/12 -15.9,C -G/16-18 Planter walls 13.5/J.12, 13.6/K.6, Grade beams 17.6/M -N, K.7/17.6-18.8, K/18.82, K.7/18.82-M/18.3,M/17.6-19.2,N/17-.6-18.4,N/18.4- M/18.3 Sampled at 15 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 571 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070839 5/28/2007 7 4x8 12.58 0.0 60170 4,780 8 TN N/A 070839 6/11/20007 28 4x8 12.52 0.0 78020 6,230 8 TN N/A 070839 6/11/2007 28 4x8 12.52 0.0 82010 6,550 8 TN N/A 070839 H 4x8 8 070839 070839 070839 070839 Remarks Results Reviewed By r...64, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Ferro 03101 Recision 3 Meagre D. Sri 7.113i The Wonnllon provided on this report is pepwrd br 1M r.d.wire .rel the desk. This report may not dMr reproduced h any formal without the weihn permission of the dent rid Pitman & Assort r%razan & Associates, Inc. i of i - i Stn btrest rivv butte l uD, Auourn, vvA uouuz, (cos) a iy couu Project No. 066-06316 Weather Light Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 070840 Pour Date 5/21/2007 Report No. 52107-9 .Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:23 18 119561 4-3/4" 65 50 Placement Area Location Slab on grade A.8 -G.3/12 -15.9,C -G/16-18 Planter walls 13.5/J.12, 13.6/K.6, Grade beams 17.6/M -N, K.7/17.6-18.8, K/18.82, K.7118.82-M/18.3,M117.6-19.2,N/17-.6-18.4,N118.4- M118.3 Sampled at 52 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. Ibs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other {oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Test Code Date 070840 5/28/2007 070840 6/11/2007 070840 6/11/2007 070840 070840 070840 070840 070840 Remarks !� Results Reviewed By Ke Design Strength 4,000 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 62410 4,960 9 TN N/A 28 4x8 12.52 0.0 79490 6,350 9 TN NIA 28 4x8 12.52 0.0 79630 6,360 9 TN NIA H 4x8 9 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 fterl,bn 5 Effective Date 511710+ 1M etommtfon prmAdsd on Ods weed ie mewed for the aerirlve use dttw agent. 11i report nwy net 6e reproduced to ay tonna a we,w! the %mitten permission deo relent and Kaman a Assort T I d4p11 OI P%bbUL ldllfb, 1116. IJV I - 1.7111 o41Fltll MY CURIO LUV, Ml11JUfi1, YYA SIODUL, kL.7JJ 21.11V -LOU., Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070841 Pour Date 5/21/2007 Report No. 24469 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 1:15 074 185781 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 5-1/4" 66 Site Mix Air Temp. (F) 60 Unit Wt. (Pei) Placement Area Location Grade beams M/16-17,6, N/15.8 to 17.6, L/8/14.9 to M3/ 16 Remarks Placed via pump, vibrator used as consolidation method Please refer to Field Report No. Inspector M. Lopez Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz} Other(oz) Water Added on Job (gals.) Actual Weights 01600 564 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyt. Code Test Field Date Cure 070841 5/28/2007 070841 6/11/2007 070841 6/11/2007 070841 070841 070841 070841 070841 Remarks pp Results Reviewed By ap Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.58 12.52 12.52 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 63310 77210 76320 Date Specimens Rec'd. Comp. Tested Break Str. (psi) Set # By Type 5,030 10 TN NIA 6,170 10 TN N/A 6,100 10 TN N/A Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fano 0®101 p rMon 3 Mich* Ods 6l12/W The edonnstlon provided on Cb wed i prepared for 0'u socLWvs use of the dent Thi report wry nol be npvduwd In my format without the widen pwneselon of the dent end Knave 5 AssocL Krazan & Associates, inc. 7bt19 - 'Mtn Street NW Suite 7uti, Auburn, WA VODUL, VW) is Lbuu Protect No. 066-06316 Cyl. Code 070842 Pour Date 5/21/2007 Report No. 24470 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 2:15 098 185789 6" 68 60 Placement Area Location Pile caps and grade beams 13/L .7 to L.2.1/15. Pile caps L-2.1115 to L.-9/14-9, 21B and 21/B.5 to 21.41C.3, 21/D.1 Remarks Placed via pump, vibrator used as consolidation method Please refer to Field Report No. Inspector M. Lopez Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. Ibs.1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070842 5/28/2007 7 4x8 12.58 0.0 54530 4.330 11 TN N/A 070842 6/11/2007 28 4x8 12.52 0.0 77530 6,190 11 TN N/A 070842 6/11/2007 28 4x8 12.52 0.0 76580 6,120 11 TN N/A 070842 H 4x8 070842 070842 070842 070842 Remarks //�� Results Reviewed By 4 -Ce Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Revision 7 Meth. Dote 6112/04 The InfOriOdkill provided on Oda report V prepared tor the endutt . we of IM client This report may not bre reproduced In am Fonnet other( IM wflan permission of the abort and Knurl 8 Aeeod roadiati a r►aaueaatttss, nu:. eau p - IOW auesen nee aunts tuo, ¥VM tsouue, tea.)f any-eauu Project No. 066-06316 Cyl. Code 070853 Pour Date 5/21/2007 Report No. 52207-1 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:47 71 119602 4" 63 61 Placement Area Location Pile caps 21.2/D.6, 20.6/E.1. Grade beams M/16-17.6, N/ 15.8-17.6 Sampled at 5 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052207 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. lbs.1 1860 1857 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070853 5/29/2007 7 4x8 12.58 0.0 49685 3,960 1 JS N/A 070853 6/19/2007 28 4x8 12.57 0.0 70820 5,630 1 TN N/A 070853 6/19/2007 28 4x8 12.57 0.0 67850 5,400 1 TN N/A 070853 H 4x8 1 070853 070853 070853 070853 Remarks Results Reviewed By eitte Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Penn 03101 Re,Mon 3 Effective Date 6112..104 The Ylfermedon prod on this report is psepered Ier the eadwtre we of the deet Thh report may not be reproduced In any %ng Mfhaf Me ese:ten permission olds, dent and Nissan d Amuck Arazan a, Associates, Inc. i DUl - lotn Street Nw butte 7uO, Auburn, WA yt3Uu2, (LD4) wsJ zbuu Project No. 066-06316 Weather Partly Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Wesffieid Corp., Inc. Cyl. Code 070852 Pour Date 5/23/2007 Report No. 52307-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:21 65 185923 5-1/2" 73 69 Placement Area Location Grade beams M.3/12.8-L.7113.1,L.7/13.1-L.3/1/13,L.3.1113- 6.611355,L.3.1114.6-K.9/15,15/L.2.1-K, K115 -16,A/23-24, B/23-24, escalator pip slab 21/C.3, Pile caps J/24 Sampled at 7 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs.1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 269 Air Ent. (oz) Other (oz) Other (az) Other (az) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070852 5/30/2007 7 4x8 12.56 0.0 54540 4,340 1 TN N/A 070852 6/2012007 28 4x8 12.52 0.0 73880 5,900 1 TN N/A 070852 6/20/2007 28 4x8 12,52 0.0 76320 6,100 1 TN N/A 070852 H 4x8 1 070852 070852 070852 070852 Remarks Results Reviewed By aft,. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form WW1 Romblon Effective Deb 311210r The YY ,mMbn provided on tlU report b prepred br the evolusive use of the dent. 7bi spat may not be reproduced b ay bone' mahout 1M onion ion pumW n of be dont end KtIonn & Antoci Krazan 8, Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071019 Pour Date 6/7/2007 Report No. 60707-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 12:45 19 186768 4" 78 67 Placement Area Location Grade beams H/24 -25023 -25,24/H -J, south west loading dock walls Sampled at 6 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF060707 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1458 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071019 6/14/2007 7 4x8 12.52 0.0 57660 4,610 1 TN N/A 071019 7/5/2007 28 4x8 1 071019 7/5/2007 28 4x8 1 071019 H 4x8 1 071019 071019 071019 071019 Remarks Results Reviewed By egor Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Radon Effective Mae 31/12101 The Hrmdion pdo+Msd on Ns report Y ta.Per.d for the .edu.Ne use of the client 7hds repot rimy not be reproduced in any forma without do widen prniubn of Oro client end Kaman & Assoc Test Results Conforming Non -Conforming a Krazan & Associates, Inc. lout - loin Street NW suite lub, Auburn, WA StIUUZ, ('La:3) 933-2 OU Project No. 066-06316 Cyl. Code 071040 Pour Date 6/8/2007 Report No. 60807-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 48 119991 4-1/2" 77 62 Placement Area Location Grade beams and pile caps J.8/23 -24,J.6/24-25. Pile caps 24/K, 24/M Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF060807 1 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem. ibs. 564 560 F. Ash lbs. C. agg. Ibs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071040 6/15/2007 7 4x8 12.59 0.0 48644 3.860 1 SW N/A 071040 7/6/2007 28 4x8 1 071040 7/6/2007 28 4x8 1 071040 H 4x8 1 071040 071040 071040 071040 Remarks Results Reviewed By rio Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Rama 03,01 Renebn 3 Elhdive Dale 5/17!0' ma bkm,rbn p d on !hie mood le prepared for the inclusive use of the dent This report may not b. reproduced N any loaned **hod the written perdwlon of the den and Kra7.ea & Assad Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071041 Pour Date 6/8/2007 Report No. 60807-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:31 18 186868 5" 76 62 Placement Area Location Grade beams and pile caps J.8/23 -24,J.6/24-25. Pile caps 24/K, 24/M Sampled at 54 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF060807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. Ibs. 1 1860 1880 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1417 Water Ibs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071041 6/15/2007 7 4x8 12.59 0.0 50411 4,010 2 SW N/A 071041 7/6/2007 28 4x8 2 071041 7/6/2007 28 4x8 2 071041 H 4x8 2 071041 071041 071041 071041 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM 0780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03,01 Revision 7 Effective Dahatt2/0e TM k*'mdfon provided on las mood i Repel fir IM exclusive use of the den. The report may not 6n reproduced In any format without the Witten pe ile:Won of the dent and Krazan a Naoa tcrazan et Associates, Inc. 15U1 -15th Street NW Suite 1 Ub, Auburn, WA 96002, (253) 839-25U0 Project No. 066-06316 Cyl. Code 071132 Pour Date 6/11/2007 Report No. 61107-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 71 120010 5-114" 70 63 Placement Area Location Grade beam and pile cap L123-24 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by HIF vibrator Please refer to Field Report No. 6316DRF061107 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 561 F. Ash lbs. C. agg. lbs. i 1860 1860 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1419 Water lbs. 279 265 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.52 0.0 55350 4,420 1 TN NIA 28 4x8 1 28 4x8 1 H 4x8 071132 6/1812007 071132 7/9/2007 071132 7/9/2007 071132 071132 071132 071132 071132 Remarks Results Reviewed By" Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03701 R. *on 3 Mao, Dale 5/17.1'01 The Mdarnrt►arr prerlded .n Ilia report b propend br ths edWMlve use d the dent Thte report may not b. reproduced In any forma! althorn the twain permission of the den and Kn¢an i Mead i .razan ife Associates, Inc. 1bU1 - lbtn street NW suite 1Ub, Auburn, WA St30U2, (253) 839-1bUU Project No. 066-06316 CyI. Code 071131 Pour Date 6/12/2007 Report No. 61207-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:35 19 120045 5-112" 67 62 Placement Area Location Pile caps 19.2/M.2, 19.2/N, 20.3/M, 20.3/M.9, 211M.9 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061207 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gait.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071131 6/19/2007 7 4x8 12.57 0.0 51530 4,100 1 TN N/A 071131 7/10/2007 28 4x8 1 071131 7/10/2007 28 4x8 1 071131 H 4x8 1 071131 071131 071131 071131 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Ferro 03101 Revision 3 Micas ow 5,1201 The Nmmdbn Provided on.hY moor! Y prpusd for Moo *eWYivs .m of flu deft TAY moot may not lob rsorndurad In any bond vision the wRen pefnle,ion of the doled sed Knurl t Assort nrazan eL Associates, Inc. 100 -1Stn street NW Suite Tull, Auburn, WA 88001, (153) 949-2500 Project No. 066-06316 Cyl. Code 071104 Pour Date 6/13/2007 Report No. 61307-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction 'Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 21 187103 4-1/5" 74 65 Placement Area Location Ple caps and grade brams 21 /H -J.8, J/20-22,1-1.5/21-22 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061307 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. Ibs.1 1860 1883 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recrd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071104 6/20/2007 7 4x8 12.52 0.0 55910 4,470 1 TN N/A 071104 7/1112007 28 4x8 1 071104 7/11/2007 28 4x8 1 071104 H 4x8 1 071104 071104 071104 071104 Remarks Results Reviewed By f' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory _ Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 FM.Pon d E+r.dlv.n.t. 5n1ro1 The iianwlon pro++d.d on this mood ae p.pr.d kr Ma moduram *. d Ih. dart Thy report may not b. ramodu .d In any band wlplwot dm mean permission atm dant and Ka¢an & Awed, I(razari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 22, 2007 KA No. 06 Permit Perm t Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter RECEIVED Seattle, WA. 98188 'JUN 2 8 2001+ COMMUNITY RE: Special Inspection DEVELOPMENT Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 11 through June 20, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316dfr . QKraz an .AssociATEs, i.c. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR061107 DATE: 06/11/2007 CONTRACTOR: Baley Construction PROJECT#: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Neill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 63 F s Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beam And Pile Cap reinforcing steel grid line U23-24 which revealed Resteel to be complete per plans and specs and RFI 420 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR061107-1 For test data. Equipment/Asset Number(s): To the beat of my knowledge, the above WAS ®I WAS NOT 0 performed in accordance with the approved plans. specifications, and uetne, Superintendent/Representative: Technician: George Naill Vices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QIK12IZ2u1.SeASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 01655061107 DATE: 06-11-07 CONTRACTOR: Baley Construction PROJECT t 066-06318 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: KE.G. tD STRUCTURAL STEEL WEATHER: Cloudy Temp: 63 F X FIELD /SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Visual inspection of Fit -up of full pen welded connections Level 2 Location: Site stock Splices # 71 thru 73 B.3/5 N. face, B.3/6 N. face, B/9.2 N. face X Weider qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: x FLAT VERTICAL. HORIZONTAL OVERHEAD X Filler Metal: E71t X SMAW FCAW GMAW SAW Other. x FILLET C.P. P.P. PLUG Other. 3116' W 5/16' 318' Other. X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Performed Ultrasonic examination of fullpen splices on site stock splices # 71 thru 73 with no relevant Indications noted reference report # 6316NDE061107 for test data. X Observed welding of 2" plate at level l Brace frame grid B/11.5 west brace with no preheat as required By AWS D1.1-2006 and submitted WPS. This is in non compliance and must be reviewed by the EOR For acceptance. This condition also occurs at Grid B.3/5-6 east and west braces. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above55Zraperformed In accordance with the approved plans, specifications. and Superintendent/Representative: TeGeorge Nal chnician: 05104 Weldimg Feriae Reportdoe T1w informant provided on this rqxwt is prepared for the inclusive was orths diem. This report may not be reproduced in my throat without die wrinen Effective Mel 5/25/05 the tiers sod Kazan & Associates. .QKraz an .ASSOCIATES,.. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS061107-1 DATE: 06-11-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield Malt Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 63 F �x) STRUCTURAL STEEL X FIELD I SHOP WELDING Items) inspected: Deck welding X V.T. MATERIAL ID X U.T. M.T. P.T. Location: Level 2 & 3 X Welder qualification/certification verified for Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X MAW FCAW GMAW SAW Other. Weld Type: X FILLET C.P. P.P. PLUG Other. Puddle Weld Size X 3/16' W 5/16' 3/8' Other. % ` Dia. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE X While on site this inspector observed Deck welding being performed with E6022 rod This rod was Submitted for use and was not approved submittal reflects that the EOR Shows to use E7OXx This is in non compliance and must be reviewed by the EOR for acceptance. ASTM Test #: To the best of my knowledge, the above WAS 1 WAS ;formed in accordance with the approved plans, specifications, and mg superintendent/Representative: Technician: George Equipment/Asset Number(s): 05104 We ng Inspection ReporLdoc Dine: 5rz5105 The inEarmaaien provided an this report is precured tor the occlusive use of the;lieu. This repot may not be rsWrodnced in any formai without the wikaa permission of , and Krems & Associates. IKI21z1I1 $ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-11-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Mostly Cloudy TEMP: 63 F n STRUCTURAL STEEL OTHER El FIELD/SHOP WELDING l l V.T. r--1 MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS DIA-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard 1IW xx Ns=near aide. rs=far side. TM=top flange. Bt=bottom flange. Wb=web. N.S.E.W.nompass directions. t=top. Bottom. T&Br=top and bottom flange. .373 b .375 well site stook splices .500 to .500 wail site stock splices .375 to .500 Wali site stack splices PCMK I Grid Lite Q 6 W C0 C 1 t ci w Ly j W k1j tL CC yt DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. O DEFECT LEVEL la Iii K W 1K tti C. ATTENUATION FACTOR Si rr Wf` E G SOUND PATH (ANGULAN DISTANCE) C9 z LU DEPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD ENO I"' Splice # 71 1 x 70 14 $6 Splice # 72 1 x 70 1-2 86 Splice # 73 1 x 70 1-2 RI Ultrasonic Test (tfT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency,• . 5 MHz 4 To the best of my knowledge. the a Superintendent/Representative: / WAS NOT performed in accordance with the approved pians, speciflcationfons, and regul Technician: Geor ' e Nail) 2I5 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lose Palm Ave., 386, Modesto, CA 95351 548 Parrott St. San Jose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Carona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 9837 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA ' 70 19501 140 Ave NE #F-300, Woodinville, W 98072 (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev_ t Effective 5/2905 tnar05 The information provided oe Out report is prepared far the teechaive use of the client. This report may not be reproduced in any format without the written permission of the cheat and Krum & Associates IKt'21.Z2i.fl FIELD 8�ASSOCIATE5, t�C. REPORT NO.: 6316DFR061207 GEOTECNNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/12/2007 CONTRACTOR: Baley Construction PROJECT* 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Neill LOCATION: Soth Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny TEMP 62 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile Caps reinforcing steel 19.2/M.2, 19.2/N, 20.3/M, 20.3/M.9, 21/M.9 Revealed resteel to be complete per plans and specs and RFI 420 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR061207-1 For test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels at slab edge line 16/A -B per detail A/S5.1 verified Hole prep and embedment depth and use of Hilti HY 150 epoxy. 2) Performed visual inspection of epoxy dowels per bulletin 3 changes at grid J/22, 22/H.5, J.8/21, J.8120.5 verified hole prep, embedment depth and use of Hilti RE500 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS @ 1 WAS NOT 0 performed In accordance with the approved plans, specifications. a Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States uiremetj• Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. KraZan &ASSOCIATES, I NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS061207 DATE: 06-12-07 CONTRACTOR: Baley Construction PROJECT t: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Ldk STRUCTURRAL STEEL PERMIT NO: 006-245 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 64 F X FIELD 1 SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Itern(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 2 Location: Piles 650, 651, 652, 653 B.3/5 S. face, B.316 S. face, B/9.2 S. face X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other Weld Type: x X FILLET C.P. P.P. PLUG Other. Weld Size X 3116- Y. 5116- 318" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 650, 651, 652, 653 revealed no Relevant indications noted reference report # 6316NDE061207 for test data. Erection continues in zones 5-8 and bolting and welding continues in zones 1-4. Welding of level 1 brace frames continues on lines B, B.3 per plan and specs preheat included. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge. the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regul Technician: George Naill 05104 welding Inspection Aepott.doc Erwin on 1 Effective Due: 525x65 The infnmstinn provided m this repot is prepared for the ezchuivc me of the duet. This report easy not be reproduced it any karat without the writtm permission o(dn client end Kruan R Aeaociates 'QKrI<I'2L.Z2ll1 &ASSOClATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-12-07 PROJECT # 066-06318 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061207 CONTRACTOR Galey Construction PERMIT NO: DO6-245 INSPECTOR: G. Neill MISC: WEATHER: Sunny TEMP: 64 F n STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 0 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. rs=far side. Tf=top Q QUANTITY OF WELDS Bf=bottom < Manse. .- U0 PROCEDURE LEGEND N.S.E.W.sucornpass A i it directions_ Mop. Bottom. T36f=top DATA DESCRIBED IN AWS D.1.1 end bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. Full pert pipe pile splices .375 to .375 and .375 to .500 wall PC/AK1 Grid Una A DEFECT LEVEL REFERENCE LEVEL C. ATTENUATION FACTOR 1 0 SOUND PAT11(ANGULAN DISTANCE) a ic w 0 ce 7 D m ff W E IDISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END 'Y' Pile # 650 1 x 70 1.2 66 Pile* 651 1 x 70 1.2 66 Pile* 652 1 x 70 1a 66 Pile* 653 1 x 70 1.1 66 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 4 EQUIPMENT/ASSET NUMBER(S): Transducer Size .750x750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 4 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and reg Technician: George Nail1 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Looe Prim Ave., PSG, Modesto. CA 95351 545 Psrroit St San lose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 . (408)271-2200 226 N. Shaman, Ste. A, Corona, C 288 922 Valley ave. N.W. Sauer 101 Puyallup, Wa. ' ; 37l 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144a Ave NE eF-300, Woodinville, WA 98072 . (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25105 1/20/05 The information provided oo this report is prepared for the Inclusive use oldie client_ This report nay not be reproduced in any format *dams the written permission of the client and Kneen & Associate I<tazaii $ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/13/2007 PROJECT* 066-06316 PROJECT: Westfield South Center Expansion I_ocAT1oN: Soth Center Mall FIELD REPORT NO.: 6316DFR061307 CONTRACTOR: PERMIT NO: INSPECTOR Baley Construction D06-245 G. Naill JURISDICTION: KRAZAN PROJECT MANAGER: K.E.G. WEATHER: City of Tukwila Mostly Cloudy TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile Caps & Grade beams reinforcing steel grid 21/H -J.8, J/20-22, H.5/21-22 Revealed resteel to be complete per plans and specs and RFI 420 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR061207-1 For test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels escalator pit wall slab dowels grid 20.7/C verified Hole prep, bar size and embedment depth using Hilti RE500 epoxy per RFI # 799. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®! WAS NOT 1:3 performed In accordance with the approved plans, specification% and regul Superintendent/Representative: Tecrirdcfan: George Nal Offices Serving the Western United St . es Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. • IKiazaii....CIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS061307 DATE: 06-13-07 CONTRACTOR Baley Construction PROJECT* 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Expansion INSPECTOR: G. Nails LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cioudy Temp: 64 F xl STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIAL ID X U.T. IMT. P.T. Items) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 2 Location: Piles 658, 661, 678, 679, 680, 681 X Weider qualification/certification verified for. Previously verified. X position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FLAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16" '/s" 5/16" 3/8" Other: Codes: X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 658, 661, 678 — 681 revealed no Relevant indications noted reference report # 6316NDE061307 for test data. Erection continues in zones 5-8 and bolting and welding continues in zones 1-4. Welding of level 1 brace frames continues on lines B, B.3 per plan and s ecs preheat included. Welding of full pen cantilever beams continues. 1 Equipment/Asset Nu ber(s): ASTM Test *: To the best of my knowledge. the a 1dWA�/WAS NOT performed in accordance with the approved plans, specifications, and • - remen.{o Superintendent/Representative: � Technician: George N 05104 Welding Impaction Repott.doc The information provided on this report is prepared far the exclusive use of the client. This report may mot be reproduced in any format without the written pari Revision 1 Effective Date: 5f25/05 the dies and Kann ci Associates I(razaii $ASS IA E INC. O C T 5, GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-13-07 PROJECT 0: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRATAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061307 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MI SC: WEATHER: Mostly Cloudy TEMP. 65 F STRUCTURAL STEEL OTHER I I FIELD/SHOP WELDING pi V.T. El MATERIAL ID ULTRASONIC EXAMINATION REPORT 1 Specification No. AWS DI.1-1/Other D1.1-1/Table 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near aide. fa= far aide. Tf top fa 9� lIa , =. Bf=bottom lL W Manse. t t >r m bOCEDURELEGEND TRANSDUCER ANGLE Z in directions. tom. Bottom. TBBfrtop DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. Fuer pen pipe ple splices .37510 .375 and .375 to .500 wall PCMK I Grid Una J i d 9. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) F 2S u, DEPTH FROM SURFACE le DISTANCE FROM YIELD CENTER 'X' DISTANCE FROM WELD END ;:--1 Pile # 658 1 x 70 1.2 86 Pile # 661 1 x 70 14 fe Pile # 678 1 x 70 1.2 EE Pile # 679 1 x 70 14 DS Pile* 680 1 x 70 1-2 EE Pile # 681 1 x 70 12 EE J , ultrasonic Test (U1) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 6 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 6 ASTM Test Method: A587 Frequency: 2.25 MHz To the best 01 my knowledge. the a AS WAS NOT performed in accordance with the approved plans, specifications, and regular Superintendent/Representative: Technician: George Nail! 215 Wast Dakota Avenue, Clovis, CA 93612 4231 Faster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 88G. Modesto, CA 95351 545 Parrott St. Sao Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Coruna, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Ws. 20714 State Hwy 305 NE, Ste 3C, Poulsbo, W 98370 19501 140 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 I • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 Ur Report Rev. 1 Effective 5/251OS lf2d05 The iaformstiaa provided on this capon is prepared for the aotcluaive use of the client. This rcpan may not be reproduced in any forum without the written prrmimion of the nen and Krassn & Associate. Q --I( &AssocIATES,INC. WC • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR061407 DATE: 06/14/2007 CONTRACTOR: Baley Construction PROJECT t 066-06316 PROJECT: Westfield South Center Expansion PERMIT NO: ❑06-245 INSPECTOR G. Nail! 1 Jackie S. / Ben T. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Sunny TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of 5.0.G. reinforcing steel grid 16 -18/A -C, A -E.5/18-24 and Grade Beams 20.61)-J.8, 24/J -J.6, 251J -J.6, K/18.82-20.3 Revealed resteel to be complete per plans and spec: And RFI 420, 787. 3) Sampled concrete and cast 10 sets of (4) 4x8 test cylinders reference report # 6316CR061407-1 Thru 6316CR061407-10 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 1 WAS NOT 0 performed in accordance with the approved plana, specifications. and Superintendent/Representative: Technician: George Nail Vices Serving the Western United Sta es Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. .4UK.razan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 631E6sso614o7 DATE: 06-14-07 CONTRACTOR: Baley Construction PROJECT ft: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nailt LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Q STRUCTURAL STEEL WEATHER: Mostly Sunny Temp: 65 F X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Itern(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Usual inspection of Fit -up of full pen welded connections level 2 Location: Piles 659, 661, 654, 655, 656, 657, 700, 701, 702, 703 X Welder qualification/certification verified for Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FLAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X 3/16' W 5116' 3/8 Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 659, 660, 654, 655, 656, 657, 700, 7( 702, 703, revealed no relevant indications noted reference report # 6316NDE061407 for test data. Performed ultrasonic examination of full pen weld cantilevered beams level 2 with no relevant indications Noted reference report # 6316NDE061407-2 for locations. Welding of level 1 brace frames continues on limes B, B.3 per plan and specs preheat included. Welding of full pen cantilever beams continues. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abov Supertntendent/Representative: AS NOT performed in accordance with the approved plans. specifications, and Technician: George Nail 0S I O/ Welding hope tine Raport doc The information provided ea this report is pied for the ( =hurive we of the diem- This report may not be reproduced in ray format sentinel the written Revision I Effective Die: 5/25105 Brion of the client Ind Krum & Associates_ I<_1a.Z2u1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-14-07 PROJECT it: 068-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061407 CONTRACTOR: Baley Construction PERMIT NO: DO6-245 INSPECTOR: G. Naill MISC: WEATHER: Mostly Sunny TEMP: 65 F 0 STRUCTURAL STEEL 1 1 OTHER MFIELD/SHOP WELDING XO V.T. El MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Otter D1.1-1/Table B Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard INV xx _ Ns=near side. fs--far side. Tf=top flange. Bfrbottom Ilan'e. Wl web. N.S.E.W.=compass directions. t top_ Bottom. T&Bf=top and bottom flange. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PC INI(! Grid Lin*o[ g �o S 0 $ a (� C 1y'yy ¢1i PROCEDURE LEGEND - 1 DATA DESCRIBED IN AWS 0.1.1 DISCONTWUnY INFO REFERENCE REPORT NO. is J A. DEFECT LEVEL ii 1 V si C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE} W J DEPTH FROM SURFACE W ISTANCE FROM WELD CENTER IC DISTANCE FROM WELD END "C Pile # 659 1 x 70 12 66 Pile* 680 1 x 70 1-2 66 Pile* 654 1 x 70 1-2 66 Pile # 655 1 x 70 1-2 65 Pile # 656 1 x 70 1.2 66 Pile # 657 1 x 70 1-2 66 Pile # 700 1 x 70 1-2 � Pile* 701 1 x 70 1-2 66 Pile # 702 1 x 70 I.2 66 Pile # 703 1 x 70 1-2 66 i 1 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplank Sonotrace Grade 30 QTY Examined Welds: 10 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the abo�te performed WAS NOT perfoed In accordance with the approved plans. Specifications. and CCS Technician: George Neill Superintendent/Representative: 215 Wert Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA93308 1025 Lose Palm Ave., 48G, Modesto, CA 95351 545 Peron St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. StIcntwn. Ste. A, Corona, CA 9288 922 Valley awe. N.W. Sine 101 Puyallup, Wa_ 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 140 Ave NE 8F-300, Woodinville, WA 98072 remit, • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 ostos err Repro, Rev. t Effective 925105 IRN05 The information provided as this meet is prepared an rhe allusive use of the ascot. This repots my sot be reproduced is any Rtrtwm without the written permission of the diem and Rana & Associates IKJih3Z2lI1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-14-07 PROJECT* 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 63I6NDE061407=1. CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Sunny TEMP: 65 F STRUCTURAL STEEL OTHER El FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns --near side. rs--far aide. Tr=top flange. Bf=bottom flange. Wb=web. N.S.E.W,nmpass directions. t -top. Bottom. T&Bf=top and bottom flange. FILI pen Cantilever beam connections PCMK 1 Grid Lino t1 J QUANTITY OF WELDS & REJECT ROCEDURE LEGEND W 1M DATA DESCRIBED IN AWS 0.1.1 DISCONtINUifl INFO z W W ii q �y J C B . REFERENCE LEVEL ATTENUATION FACTOR D . DEFECT RATING SOUND PATH (ANGULAN DISTANCE) 2 DEPTH FROM SURFACE 'A' fc a it W o a, g I; DISTANCE FROM VELD END "Y" 8.3/5 S Face TF 1 x 70 14 66 ` B.316 N, S Face 2 x 70 1-2 66 C/7 N, S, E, W face TF 4 x 70 1-2 66 C/8 N, S face TF 2 x 70 1.2 66 B/9.3 N,S,E,W face TF 4 x 70 1-2 e6 B/10 N,S face TF 2 x 70 1.2 66 B/11 S face TF 1 x 70 1.2 66 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 16 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 16 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the WAS NOT perfumed In accordance with the approved plans, specifications, and rag Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 fent Palm Ave., %SG, Modesto, CA 95351 545 Pmrott SL San lose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209)572-2200 • (408) 271-2200 Technician: George Naill 226 N. Sherman, Ste. A, Corona, C 922 Valley ave. N.W. Suite 101 Puyan 20714 State Hwy 305 NE, Ste 3C, 19501 144' Ave NE IF -300, W a. 98371 sbo, WA 98370 vine, WA 98072 • (909) 549-1188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 05105 Ur Repot Rev. 1 Effective 525/05 1!20105 The infonmtion provided an this report is prepared row the exclusive use ark dime. This repot may not be reproduced in any krmM without the warden permission of the client ad Knaan k Associates. .4.-t-775 Kr LA.LJ1 &ASSOCIATES, INC. we • ENv1RONMENTAI. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/15/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR061507 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Naill / Ben T. JURISDICTION: City of Tukwila WEATHER: Cloudy TEMP: 60 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beam reinforcing steel M/9.3-10, Escalator Pit slab 21.8/H.7, Elevator pit slab 20.9/J.4 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR061507-1 For test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels GB1 M/9.3, M/10, Elevator wall horizontal dowels 20.9/J.4 verified hole prep and cleanout, bar size and spacing embedment depth and use of Hilti RE 500 epoxy. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®! WAS NOT 0 performed in accordance with the approved pans. specifications. and Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. cArse • _KraZan-&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-15-07 PROJECT #: 066-06316 PROJECT: Westfield Mal! Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061507-1 CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: MISC: D06-245 G. Nail! WEATHER: Cloudy TEMP: 65 F X STRUCTURAL STEEL F FIELD/SHOP WELDING X V.T. OTHER n MATERIAL ID 01.1.1 ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard I1W xx Ns=near side. fs=far side. TFtop p i flange. o Q i a Bf=bottom i 4 Rance. PROCEDURE LEGEND TRANSDUCER ANGLE a 2 y m directions. Mop. Bottom. T&B1=top DATA DESCRIBED IN AWS D.1.1 and bottom flar)ge. DISCONTINUITY INFO REFERENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCMK 1 Grid rine m t� ut i to C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE} DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END 'V" Pile # 696 1 x 70 14 66 Pile # 697 1 x 70 1-2 66 Pile # 698 1 x 70 1-2 e6 Pile # 699 1 x 70 1.2 66 Pile # 704 1 x 70 1-2 66 Pile # 705 1 x 70 1.2 66 Pile # 706 1 x 70 1.2 66 Pile # 707 1 x 70 1.2 66 Pile # 713 1 x 70 1-2 e6 Pile # 723 1 x 70 1-2 66 Pile # 724 1 x 70 1-2 66 Pile # 725 1 x 70 1-2 66 Pile # 726 & 727 2 , x 70 1.2 _ 66 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 14 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 14 ASTM Test Method: A587 Frequei : 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and regul Technician: George Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., k8G. Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559)348-2200 • (661)633-2200 • (249) 572-2200 • (408)271-2200 ireme 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 24714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 I44'4 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425)485-5519 05105 LT Repon Rev. I Effective 5/25/05 1/20/05 The information provided ne this report is prepared for the exclusive use of the client. This repast may nor be reproduced in any format without the wnnen permission of the client and Krazan & Associates. w aZa1n &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION VVCLUINC, ENJrt . II IIJN REPORT NO.: 6316SS061507 DATE: 06-1 5-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. r;lc STRUCTURAL STEEL WEATHER: Cloudy Temp: 65 F X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 2 & 3 Location: Piles 727, 729, splice # 2 Piles 713, 723, 724, 725, 726, 728 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16" 'A" 5/16" 3/8" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 713, 723, 724, 725, 726, 727, 728, 72'. And Site stock splices # 74 — 79 Revealed no relevant indications noted reference report # 6316NDE061807-1 for test data. Welding of level 1, 2 brace frames continues as does erection of zones 9 --12. Equipment/Asset Number(s): ASTM Test #: ..„7•01# To the best of my knowledge, the abov ! WAS NOT performed in accordance with the approved plans, specifications, and regulateen " Superintendent/Representative: Technician. George Naill 05104 Welding Inspersion Report.doe on ective Date: 5f25;05 The information provided on this report is prepared for the exclusive use of the clirnt. This repon may not be reproduced in any format without the wrinea pc mission o client and Kraran & Associates. 2 a7 ti 1l ��L1an &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-15-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061507-2 CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: MISC: 006-245 G. Nail! WEATHER: Cloudy TEMP: 65 F X STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING [X 1 V.T. [] MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Tabie 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs-far side. Tf=top flange. Bf=bottom flans Wb=web. N.S.E.W.=compass directions. t=top. Bottom. T&Sf•=top and bottom flange. Full pen Cantilever beam connections Level 2 PCMK / Grid line 13 111 o L 9 t§7 TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO ' EFERENCE REPORT NO. A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR z i, d SOUND PATH (ANGULAN DISTANCE) DEPTH FROM SURFACE IV DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END •y- B.3/5 S Face BF 2 x 70 14 66 B.316 N, S Face BF 2 x 70 1-2 66 C/7 N, S, E, W face BF 4 x 70 1.2 66 C/8 N, S face BF 2 x 70 1-2 6s B/9.3 N,S,E,W face BF 4 x 70 14 66 B/10 N,S face BF 2 x 70 14 66 _ B/11 S face BF 1 x 70 1-2 66 B.3/5 N face T&BF 2 x 70 1-2 66 B/11 N face T&BF 2 x 70 14 66 B.315 N,S face T&BF Iv13 4 x 70 14 66 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 25 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couptant: Sonotrace Grade 30 QTY Examined Welds: 25 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge. the abo WA WAS NOT performed in accordance with the approved plans, specifications, and reg Technician: George Neill Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Corona, CA 9 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144th Ave NE #F-300, Woodinville, WA 98072 The information provided on this repos is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425)485-5519 05105 LIT Repots Rev. l Effective 5/225/05 t/20/05 client and Krazan & Associates. azan_ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS061507 DATE: 06-15-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 65 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of Fit -up of full pen welded connections level 2 & 3 Location: Piles 727, 729, splice # 2 Piles 713, 723, 724, 725, 726, 728 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: X 3/16" '''/" 5/16" 3/8' Other: Codes: X X X AWS AISC IBC ASME Other Weld Size X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 713, 723, 724, 725, 726, 727, 728, 72l And Site stock splices # 74 — 79 Revealed no relevant indications noted reference report # 6316NDE061807-1 for test data. Welding of level 1, 2 brace frames continues as does erection of zones 9 —12. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requi Technician: George Naill 05104 welding Inspection Report.doc Effective Date: sasr05 The ioforn,u ,oa provided on this report is prepared for the exclusive use of the client. This retort may not be reproduced in any format without the written permission of the client and Krazan & Associates. _KrBIAS SOCIATES, I NC. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/18/2007 FIELD REPORT NO.: 6316DFR061807 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Ben T. LOCATION: Soth Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 60 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beam reinforcing steel H/20-22, 21/H -G, 24/J.8 -K, 24/L -M Elevator pit wall 20.9/J.4, Escalator Pit wall 21.8/H.7, revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR061807-1 For test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels GB1 Grid 21/H verified hole prep and cleanout, bar Size and spacing embedment depth and use of Hilti RE 500 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory re irem . Superintendent/Representative: Technician: J George Naill Offices Serving the Western United States Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Kr 41•17.'imhZ mi• aZan 8tASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-18-07 PROJECT #: 066-06316 PROJECT: Westfield Mail Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE061807-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Cloudy TEMP: 65 F n STRUCTURAL STEEL F FIELD/SHOP WELDING x V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W. compass directions. t=t9p. Bottom. T&Bi-top and bottom flange. Full pen pipe pile splices .375 to .375 and .375 to .500 wall PCS" /Grid Linaci i QUANTITY OF WELDS 4 UW 6 �j K PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO ERENCE REPORT NO. t9 g A. DEFECT LEVEL J J Z se w1 Q1 C. ATTENUATION FACTOR = k0 LI SOUND PATH (ANGULAR DISTANCE} 2 DEPTH FROM SURFACE' A" DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END r Pile # 713 Spice t2 1 x 70 14 66 Pile # 723 Spbce#2 1 x 70 1-2 66 Pile # 724 Splice ft2 .1 x 70 1-2 66 Pile # 725 Spice if 2 1 x 70 1.2 66 Pile # 726 Spice i2 1 x 70 1.2 66 Pile # 728 Spice 12 1 x 70 1-2 66 Pile # 727 1 x 70 14 66 Pile # 729 1 x 70 14 66 1 Site stock splices 74 — 79 5 x 70 14 66 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K11 CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above ] WAS NOT performed in accordance with the approved plans, specifications, and regulat.. • . Superintendent/Representative: Technician: George Nail!. 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valleyave.N.W. Suite 101 Puyallup, 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144°` Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05]05 UT Report Rev. 1 Effective 5/25!05 Ir20/05 The information provided on ibis report is prepared for the exclusive use of he client. This repon may not be reproduced in any format without the written percussion of the chant and Kraran & Associates. KraZan NDE & Associates, inc. REPORTNO.: 3998 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 08/017 PROJECT #: IDA6 — 063/4, PROJECT. Cif/YRDNA/SSTFlELb.gIALZ_ LOCATION: PGhe77.-41N0 OR, KRAZAN PROJECT MANAGER' S//N CONTRACTOR: N/A PERMIT NO: 47 INSPECTOR: 41 SOR,¢NTINO Mlsc: £JP f✓WLDs WEATHER: 0510, TEMP: '7,0°,g- XI Oof XI STRUCTURAL STEEL X FIELD 5H0 WELDING I 1 V.T. MATERIAL ID loj U.T. ri M.T. 1 P.T. ULTRASONIC EXAMINATION REPORT Specification no. A ) /NDE -UT -1 Material Alloy Cl(S Weld Joint CLT? .1-96 Standard no. :WS D 1.1-96 Table 6 Material Thickness rA/eY Weld Process FCAW Calibration Standard W type 1 , r DSC Ref. Dwg/detail ns=near side. fs=tar side. Tf=top longe. Elf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Elf=top and bottom flange PC. MKJ Grid Line Q 9 QUANTITY OF WELDS ACCEPT DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO REFERENCE REFPORT NO. 1-W 0 w 0 z w w w J w cc m TRANSDUCER ANULE LEG B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH(ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER 'X" DISTANCE FROM WELD END "Y" 8/0x99 oo / X / 170' 7,0 • 0 el Bla3s7 B1oI3s" flze Esa'ti X / 70' by wE-e , X i 70 ° 68 64 a''a Z, 3 /2" • l .5 ' 399' Ultrasonic Test (UT) Equi.ment - CONFORMANCE OF.WORK HOURS Make: fegie SN SQL QV( Conforming Welds .23 DESCPT IN OUT ST OT MIL Transducer: size SN QTY Nonconforming Welds / F I Couplant sr QTY Examined Welds ,2+f j ASTM Test Method A587 Frequency: .25 MH To the best of my knowledge, the abov Superintendent/Representative: GAS NOT erformed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, C4 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.F., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 Irre*-n.LaZaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /70 9/0 `1 PROJECT #:--O-S4 — 04346 NDE REPORT IW.: 4000 CONTRACTOR: Nf/4 PROJECT: lYRO v/n'ESTF/42'L9 , /A LOCATION: PO.PTLA/VQ„ QR. KRAZAN PROJECT MANAGER: —.56%' PERMIT NO. 'k A INSPECTOR: /.SD1_Pt4/YrZ,44D MISC: t7, WEATHER: /f YSJDF TEMP: °F - Li STRUCTURAL STEEL X FIELD HO' WELDING MATERIAL ID 1Y111.T. 1 M.T. P.T. Ultrasonic Test (UT) Equipment Make: k ' SN saL Transducer: size SN CONFORMANCE OF WORK QTY Conforming Welds Couplant 57r QTY Nonconforming Welds QTY Examined Welds ASTM Test Method: A587 Frequency: To the best of my knowledge, the abov Superintendent/Representative: AS NOT p HOURS DESCPT IN OUT ST OT MIL ormed In accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., 8akersfieki, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott SL, San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, C4 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 ULTRASONIC EXAMINATION REPORT Specification no. A A ' -• . Mt -UT -1 - Material Alloy Material Thickness Ref. Dwg/detail C/5 Weld Joint Process CZTP Standard no. .- i • 9 • - . Weld F.i4'1/ Calibration Standard .1-96 . : -'' W type 1 ,r DSC ns=near side: fs=far side. Tf=top flange. Bl=bottom ::.' flange. „ i3 i Wb=Web. J. ACCEPT N.S.E.W.=compass E w5� a TRANSDUCER ANULE I directions. t -top. bottom. DATA DESCRIBED IN AWS D1.1 T & Bf=lop and bottom flange DISCONTINUITY INFO REFERENCE REFPORT NO.12 PC, MK./ Grid Line A. DEFECT LEVEL B. REFERENCE LEVEL C: ATTENUATION FACTOR o I SOUND PATH(ANGULAN DISTANCE) • r w DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y' 100.3/3 /d AV 47 r /o35 3 ao / 10 3 i 4? 47 b, tiL 67 B/033.- e/0367 $/Q33L. fi10302 5x0 S/403,5. I y.2 bio 6y 6 ii,o Sp L3-11.1.15" aS Ultrasonic Test (UT) Equipment Make: k ' SN saL Transducer: size SN CONFORMANCE OF WORK QTY Conforming Welds Couplant 57r QTY Nonconforming Welds QTY Examined Welds ASTM Test Method: A587 Frequency: To the best of my knowledge, the abov Superintendent/Representative: AS NOT p HOURS DESCPT IN OUT ST OT MIL ormed In accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., 8akersfieki, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott SL, San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, C4 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 NDE '114ikr2t.Z2I.fl & Associates, Inc. REPORTNO.: 2301 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6A4/c PROJECT is O '04.3/6 PROJECT: e4NRONY/WESTf/ [.A MALL LOCATION: POR2z4NL., OR, KRAZAN PROJECT MANAGER: SHIN CONTRACTOR: N/4 PERMIT NO. INSPECTOR:, .sOA',44 7l'0 MISC: WP WEATHER: <4I5"/PE TEMP: '4,141,7- M fD 1 STRUCTURAL STEEL FIELD SHO' WELDING V.T. MATERIAL ID XI U.7 L-} M.T. 7-1 l I P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -- 1 Material Alloy Thickness Dwg/detail C---. Weld Joint Process t zrP Standard no. . WS--6-T.7-1-96-Tai -.- Material Ref. —VARY-- Weld Ft'A1✓ Calibration Standard type r D ns=near side. fs=far side. Tf=to2 flange. Bf=bottom flange. G QUANTITY OF WELDS m Wb=Web. ACCEPT N.S.E.W.=compass F d PROCEDURE LEGEND TI i TRANSDUCER ANULE 3 directions. t=top. bottom. DATA DESCRIBED IN AWS D1.1 T & Bf=top and bottom flange DISCONTINUITY INFO � m REFERENCE REFPORT NO. PC. MK/ Grid Line LEG A. DEFECT LEVEL B. REFERENCE LEVEL O Com] 2 O K D ti D. DEFECT RATING SOUND PATH(ANGULAN DISTANCE} ,LENGTH DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER "X' ,DISTANCE FROM WELD END'Y' A 1 �' - - .11' .l At, / A r ,B//J/4 171 X / 10° g//3/3 11 5{ I Tes. X66 Ultrasonic Test (UT) E uipment CONFORMANCE OF WORK Mak e: SN� Ka �_. Transducer. size SN QTY Conforming Welds 9 QTY Nonconforming Welds � Couplant sr QTY Examined Welds 9 ASTM Test Method: A587 Frequency: 25 MH To the best of my knowledge, the abo Superintendent/Representative: HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Cows, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95172 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 :IKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 11, 2007 KA No. 066-06316 Permit No.1 06 215 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Bums, RECEIVED JJUN 18 2001 COMMUNITY DEVELOPMENT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 30 through June 7, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikis Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 105316 d& g-AIKr I1'2I.Z2I1 &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 63161WR053007 DATE: 05/30/2007 CONTRACTOR: Baley Construction PROJECT IK: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mali KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 84 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade beams Grade Beams 25/A -D.7, 24/C -D.7.5, 251D.7 -241D.7.5, D.4/23-25, D/24-25, C.3/23-25 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR053007-1 For test data. Structural Steel 1) Performed visual inspection of field welding of loose shipped pieces A1428, P5453NS to PCMK # B1428 revealed welding to be complete per shop drawings and AWS D1.1-2006. 2) Structural steel erection began today and continues in zone 1. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved p ans, specifications, and : r Mata[=me�it�l,' SuperintendenURepresentative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QKrazan �ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/31/2007 FIELD REPORT NO.: o i6t}1- t44)531OT CONTRACTOR: Baley Construction PROJECT it 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. NaiII LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 78 F 116 Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade beams Grade Beams and Pile Caps 22 -23/J.8 -M.8, Grade Beams A /20-21, B/20-22, 21/A -B.5 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 setS of (4) 4x8 test cylinders reference report # 6316CR053107-1 Thru 6316CR053107-3 for test data. Structural Steel 1) Structural steel erection continues in zone 1. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specification, and Superintendent/Representative: Technician: George Nair Offices Serving the Western United S 1 es Form 1501 r.i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. RDE & Associates, Inc. REPORTNO.: 3892 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _.6 _7 PROJECT #: _4062r PROJECT: CA ST/ 7 LI /WALL LOCATION: PaRTLANj' KRAZAN PROJECT MANAGER: J�Jyiy CONTRACTOR: N/ A PERMIT NO: AV INSPECTOR: _A2 c5024'17// Misc: CZTP \TDINTS WEATHER: /4/..57bE' TEMP: 7,5"Of g STRUCTURAL STEEL FIELD / SHOP WELDING Li V.T. MATERIAL ID U.T.N` _ i M.T. P.T. L Specification no. Standard no. Calibration Standard ULTRASONIC EXAMINATION REPORT AWS D 1.1-96 /NDE -UT -1 Material Alloy A9912 Weld Joint C WS D 1.1-96 Table 6 Material Thickness -_ WzRLOI, Veld Process FCA L✓ - II W type 1DS Ref. Dwg/detaif ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MK/ Grid Line a a 3 [QUANTITY OF WELDS DATA DESCRIBED IN AWS Di .1 DISCONTINUITY INFO 1 REJECT - - -- _ -- - -� PROCEDURE LEGEND I TRANSDUCER ANULE L 1.1J uj a W U 1.11 w w ut 111 a I a m O 0 z _O Z - ci z H U W liJ ci UJ ca a vs Z a 6<. z 2 0 w W U 4 v1 isi = n 1, et W U O L-1 0 Z o > c2,"' 0 Z o z H CC 0 Q. w cE w w cc 134.31la 63 • } `ID ° 67 ., ,�99a 48 73 -4- 3 t3tL,3as 311 894106 / ♦� . s a 4___ / csaa9 a1 A,4 -y69 .2 ►` 1 v Y Csco/ / i i Ultrasonic Test (UT) Equipment ., CONFORMANCE OF WORK ? :`:.. HOURS I DESCPT INI OUT ST OT MIL Make: SN ,Teti QTY Conforming Welds / 1 1 Transducer: size SN ! QTY Nonconforming Welds � i Couplant sr i a QTY Examined Welds /(o i ASTM Test Method: A587 Frequency: CO i �` To the best of my knowledge, the abov n/AS WAS NOT performed Superintendent/Representative: in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 a%rZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERSNG CONSTRUCTION TESTING AND INSPECTION DATE: 6f41l67 PROJECT#: 044 -oat& PROJECT: _ L '/?ON/L / .S7PJI.![-O LOCATION:LOCATION: i'llie77.41412frae, KRAZAN PROJECT MANAGER: NDE REPORT NO.: 3 9 9 3 CONTRACTOR: --1' PERMIT NO: 474 INSPECTOR: Dip t/7/ND MC: CYR i'l/cL—GLIS WEATHER: /A/s/jam TEMP: 7d ® STRUCTURAL STEEL FIELD SHO WELDING ❑ V.T. Li MATERIAL ID L_1 P.T. ULTRASONIC EXAMINATION REPORT pecification no. — .._. _.__ _AWS D 1 � 1 -UT-1 _.-___. Material Alloy _cjt5 _ Weld Joint CT/7 J Standard no. -- ' WS D 1.1-96 Table 6 ---- Material Thickness . Y-- Weld Process A'CAW Calibration Standard IIW type 1 • 1 Ref. Dwg/detail ns=near side. fs=far side. Tf=to flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Sf=top and bottom flange r ; I PC. MKJ Grid Line WELD 1D DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO O 8 4 O •W w I -J �I ! ¢i 0 w d; a' _i w 4 W U Z ¢ m cr O U 2 o a¢ 0 a o w a a Z 7W a o Ca ,.0 a WQ ¢ 0 o 5,c , ri w i z• O CO !u a: Q a I- CC w ill n. pI pi s "-I til 0 CC In � w 1 ar oi cc i BQ393 -3 / I* tL 60 /OP 4S' j � r 89404 I H r--- EI i-- i [-Ultrasonic Test (UT) Equipment : .. CONFORMANCE OF WORK -, •;" I HOURS 1 1 Make:4/& SN EOL. OTY Conforming Welds 9 1 1 DESCPT IN OUT ST } OT 1 MIL I Transducer: size SN i QTY Nonconforming Welds gcI t Couplant sr QTY Examined Welds 9 i --II 1 ASTM Test Method: A587 Frequency: 2.25 M i To the best of my knowledge, the abov(WASJ WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, C4 93308 • (661) 633-2200 1 025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 Technician: 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 NE., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 1 77th Pface, Woodinville, WA 98072 17973 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 �KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _.6A/C/ PROJECT #: 0166. _ n4la PROJECT: _ LOCATION: _B/RZZ4N4 DR_ KRAZAN PROJECT MANAGER: _SRA,' CONTRACTOR: PERMIT NO 4//I INSPECTOR:___________0 NDE REPORT NO.: 3 9 9 4 ./ MISC: id/S-1.45 WEATHER: /NS/4� TEMP: 41 STRUCTURAL STEEL AFIELD HOP ELDING ri V.T. MATERIAL ID (U.T. 1_�I M.T. r l_ P.T. ULTRASONIC EXAMINATION REPORT Specification no. AW 0 /NDE -UT -1 Material Alloy /4967.R Weld Joint _ (VP .1-96 ------- Standard no . D 1.1-9• Table 6 Material Thickness ..i/Ake'----Weld Process --re.414/_--- Calibration Standard 1IW type 1 or ti Ref. Dwg/detail ns=near side. fs=far side. Tf=top flan, fe. Bf=bottom flan e. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bt=tap and bottom flange 'DATA DESCRIBED IN AWS 01.1' DISCONTINUITY INFO PC. MK./ Grid Line ❑ - rJ a 0 a U cc W cc a Qco CC " z I- _. �' 1Ii1 U I LL o 1 E d m lL I U ¢ QI ❑ Z I U •' Z a❑❑ ILIZ Li ; 6 ccn f Occ ¢ a a w r v OF❑WaWccW7iCLW 2 W z 4 ❑ - w ccill W Z Q �' ❑ Z ELLLI Z LU LU cc IA /16b 167 _11/11307 iyitaaa_ 470* t62 - i f I HOURS 1 Ultrasonic Test (UT) Equipment 11III1031$AiLCL I Make: SN QTY Conforming Welds DESCPT IN OUT ST OT I Ma_ Transducer: size SN QTY Nonconforming Welds L Couplant 1 QTY Examined Welds i I ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above WA AS NOT performed Superintendent/Representative: in accordance with the approved pians, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovrs, Ca 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 545 Parrott St., San Jose, CA 951 12 123 Commerce Circle, Sacramento, CA 95815 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 • (916) 564-2200 226 N. Sherman, S. A, Corona, CA 92880 1501 15th Street NW, # 106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. 6. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 QIKr4ti.LJan $ASSOCIATES,#NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR060107 DATE: 06/01/2007 CONTRACTOR: Baley Construction PROJECT all: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 70 F s Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.G 12 -131G -K, 13 -15/L.7 -G, 15 -16.4/G -L, 16.4 -17.61G -K.3, GB1 Grade Beams in _grid 20 -22/D -G, 20/G -H, Grade Beams E.11123 -F/24, G/23-24, H/23-24, 24/D.7.5 -G Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 10 sets of (4) 4x8 test cylinders reference report # 6316CR060107-1 Thru 6316CR060107-10 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS IS /WAS NOT ❑ performed in accordance with the approved p ans, specifications, and regulato Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 150i r.1 Effective Date: 5-25.05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates, I(.1haZ2UT1 &AssoCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR060407 DATE: 06/04/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beams 25/F -J, 24/F -H, F124-25, G/24-25 reinforcing steel revealed Rested to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR060407-1 For test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans. specifications, and regulato Superintendent/Representative: Technician: George Nail Offices Serving the Western United States Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. iI(I'a.Z2U1FIELD &A5SOCIATES,INC. REPORT NO.: 6316DFRo60707 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/07/2007 CONTRACTOR: Baley Construction PROJECT*. 066-06316 PERMIT NO D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naillblvz. P f ed T• LOCATION: Soth Center Mall JURISDICTION: City of Tukwila pp KRAZAN PROJECT MANAGER K.E.G. WEATHER: Cloudy TEMP: 67 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade Beams H/24-25, J/23-25, 24/H -J, South West Loading Dock Walls Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR060707-1 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, speaPrcati Superintendent/Representative: Technician: George Nail tory requirements. Offices Serving the Western United tates Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reprodu d in any format without the written permission of the client and Krazan & Associates. I<i'azaii.81ASSOCIATEs.,NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062107 DATE: 064-07 CONTRACTOR: Batey Construction PROJECT 4'k 066-06316 PERMIT NO: DO6-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly cloudy Temp: 65 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. )terms) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Visual inspection of Fit -up of full pen welded connections level 2 N face of columns grids Wand C/8 Location: Site stock Splices # 63 thru 65 X Weider qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t x SMAW FCAW GMAW SAW Other. X FILLET C.P. P.P. PLUG Other. 3116" e/4" 5116" 318" Other x x AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on site stock splices # 63 thru 65 with no relevant Indications noted reference report # 6316NDE060707 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and regul Technician: George Naill 05404 welding Inspection Report.doc The information provided on this report is prepared for the exclusive use ache client. This report may not be reproduced in any format without the ents. Revision I Effective Date. 5!25/05 permission of the client and Krann h Associates .12-7j1Kr azan 8tAssociATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-07-07 PROJECT t 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE060707 CONTRACTOR Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Mostly Cloudy TEMP: 55 F n STRUCTURAL STEEL n FIELD/SHOP WELDING X V.T. OTHER n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJR Standard No. AWS Xx Various Weld FCAW Calibration Standard HW 1a Ns=near side. fs=tar aide. Tf--top flange. Bf=bottom 11anSe. Wb web. N.S.E.W.=eompass directions. t=top. Bottom. T&Bf top and bottom flange. .373 b .375 wan site MOOS splices .500 b .500 wall site stock splices .375 to .500 wall site stock splices PCMK I Grid Line 0 Ip�� 3 d 5, a I.5 cc PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.t.1 DISCONTLNUrrY INFO REFERENCE REPORT NO. si a t` .4 g w c6 IC. ATTENUATION FACTOR 0. DEFECT RATING SOUND PATH (ANGOLAN DISTANCE) 7 a • DEPTH FROM SURFACE •A' DISTANCE FROM WELD CENTER 'X" DISTANCE FROM WELD ENO "Y' Splice #63 1 x 70 1.2 66 Splice #64 1 x 70 14 66 Splice # 65 1 x 70 1-2 66 ,_, Y i r Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK EQUIPMENT/ASSET NUMBER(S): QTY Conforming Welds: 3 1 Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications. and reg Technician: George Naill remerrts. 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Shaman, Ste. A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, ' 98371 • (253) 939-2500 1025 Lone Palm Ave., #SG, Modesto, CA 95351 • (209) 572-2200 20714 State 1{wy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 211-2200 19501 144th Ave NE NF -300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5!25105 1/20/05 The information provided on this report is prepared for the aclusive use of the client. This repos may not be reproduced in any Groner without the written permission of the thenar and Kraan & Associates, QKrazI(razari ,ASsociATEs,INC. GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-07-07 PROJECT #. 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. BOLTING INSPECTION REPORT NO: 6316BIR060707-1 Permit No. CONTRACTOR: Baley Construction Inspector. G. Naill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A Skidmoore test was performed on the 7/8 49 Kips 45 Average tension: X A325 ❑ A490 -inch 0 bolts with the following torque readings: Kips 48 Kips Kips 47 Kips ❑ High strength bolt inspection was performed on the Kips -inch 0 bolts at the following locations: The bo • • DID NOT meet the required 2// ❑ ANCHORS ❑ %of ❑ Proof Load total lbs./ft. tension. ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to Ibsift. tension at the following locations: % of total tension at the following locations: anchors were load tested to lbs/fl ❑ Visual inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # F2H2297600 2" in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the a Superintendent/Representative: / WAS NOT performed In accordance with lie approved plans, s 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1023 Lone Palm Ave., 480 Modesto. CA 95351 • (209) 572-2200 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 03101 Bolting Inspection Repostdoe The information provided on this report is prepared for the exclusive use or the diem. Thia Technician: ulatory requirements. 226 N. Sherman, Ste. na, CA 9288 1501 15' Street 106, Auburn, WA 98002 20714 State 11 t5 NE, Ste 3C, Poulsbo, WA 9$370 19501 144 Ave NE #F-300, Woodinville, WA 98072 report may not I,e reproduced in any format without the written permission of the • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 Revision 1 Effective Data 5f25105 diem and Kmmn & Associates_ !I<ra.zati &AsSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-07-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. BOLTING INSPECTION REPORT NO: 6316BIR060707-2 Permit No. CONTRACTOR: Baley Construction Inspector. G. Naill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F Ma X HIGH STRENGTH BOLTS X A325 ❑ A490 X A Skidmoore test was performed on the 718 -inch 0 bolts with the following torque readings: 42 Kips 51 Kips 53 Kips Kips Average tension: 48 Kips Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations; .fC The bolts DID I DID NOT meet the required y ❑ ANCHORS ❑ %of ❑ Proof Load total lbs./ft. tension. ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to Ibs/ft. tension at the following locations: % of total anchors were Toad tested to Ibs/ft. tension at the following locations: O Visual inspection was performed on X NOTES ❑ DISCREPANCIES 0 % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # 3502281-1 2' " in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test t Measurement Uncertainty To the best of my knawiedge, the abarq€WPyB`/WAS NOT performed in accordance with the approved plans. specifica , r, r : • uiatory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93306 1025 Lone Palm Ave., 880, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 05101 Bohing Inspection Report -dos • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, ona, CA 9288 1501 I5° Sheet NW 06, Auburn, WA 98002 20714 State Hwy 305 NE, Ste 3C, Pbuisbo, WA 98370 19501 144th Ave NE 8F-300, Woodinville, WA 98072 • (909) 549-1188 • (253) 939-2500 • (360)598-2126 • (425) 485-5519 Revision 1 Effective Date. 5125/05 The information provided oo this report is prepared for the acdusive use of the client, This report may am be reproduced in soy form= without the written permisrion of the client end Krum R Associates. '14=1=111Kra-Zan &ASSOCIATE S, IN C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-07-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. BOLTING INSPECTION REPORT NO: 6316BIR060707-3 Permit No. CONTRACTOR: Baley Construction Inspector. G. Nails PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A325 ❑ A490 X A Skidmoore test was performed on the 7/8 -inch 0 bolts with the following torque readings: 49 Kips 50 Kips 46 Kips Kips Average tension: 48 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: Kips IR The bo DID NOT meet the required 9/ Ibsift. tension. ❑ ANCHORS ❑ Proof Load El Torque Test ❑ Epoxy ❑ % of total -inch 0 bolts were torque tested to lbs/ft. tension at the following locations: % of total anchors were bad tested to ibs/R. tension at the following locations: ❑ Visual inspection was performed on X NOTES ❑ DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # F2H2297500 2 % n in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the a / WAS NOT performed in accordance with the approved pians, • = ulatory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, CA 93612 • (559)348-2200 226 N. - e. A. CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1501 1S'a Stmt NW, Auburn, WA 98002 • (253) 939-2500 1025 Lone Palm Ave., 48G, Modesto, CA 95351 • (209) 572-2200 20714 State H • NE, Ste 3C, Poulabo, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 144th NE 4F-300, Woodinville, WA 98072 • (425)485-5519 Revision 1 Effective Date' 925105 03101 Hoping Inspection Repart.doc The information provided on this report is prepved far the exclusive use of the client. This report spry not be reproduced in any format without the written permission of the client and Kazan & Associates. IKrazarii &ASSOGIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6-07-07 PROJECT #: 066-06316 PROJECT: Westf+efd Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. BOLTING INSPECTION REPORT NO: 6316B1R060707-4 Permit No. CONTRACTOR: Baley Construction Inspector: G. Nail! PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS XA Skidmoore test was performed on the 7/8 X A325 ❑ A490 -inch 0 bolts with the following torque readings: 47 Kips 49 Kips 49 Kips Kips Average tension: 48 Kips ❑ High strength bolt inspection was performed on the Kips -inch 0 bolts at the following locations: The bo ❑ ANCHORS ❑ %of / DID NOT meet the required 0 Proof Load lbs./ft. tension. ❑ Torque Test ❑ Epoxy total -inch 0 bolts were torque tested to lbslft. tension at the following locations: O % of total tension at the following locations: anchors were load tested to lbs/ft. ❑ Visual inspection was performed on X NOTES 0 DISCREPANCIES 0 % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts tot # 3404401 2 3/4 " in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, Technician: 215 West Dakota Avenue, Clovis, CA 93612 226 N. Sherman, Ste. CA 9288 423 i Foster Ave., Bakersfield, CA 93308 1501 i516. Street . ', #106, Auburn, WA 98002 1025 Lone Palm Ave., #8G, Modesto, CA 95351 20714 State Hwy 305 NE, Ste 3C, PouLsbo, WA 98370 545 Patrols St. San Jose, CA 95112 19501 144th Ave NE #F-300, Woodinville, WA 98072 05101 Bolting Inspec loo Repot -Woo The information provided an this report is prepared for the =elusive use orthe client. This report may not be reproduced in any format without the written permission of the • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 ulatory requirements. • (909)549-1188 • (253)939-2500 • (360)598.2126 • (425)485-5519 Revision 1 Effective new 5/25105 client and Krum & Associate. flU 1I(.r212aI1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316B1R060707-5 Permit No. DATE: 6-07-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Inspector. G. Naill PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A325 ❑ A490 X A Skidmoare test was performed on the 7/8 -inch 0 bolts with the following torque readings: 52 Kips 50 Kips 54 Kips Kips Average tension: 52 Kips Kips ❑ High strength holt inspection was performed on the -inch 0 bolts at the following locations: The bo ❑ ANCHORS %of total DID NOT meet the required 71,/ ❑ Proof Load lbs./ft. tension. ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to fbslft. tension at the following locations: O % of total anchors were load tested to lbs/ft. tension at the following locations: O Visual inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # AW5312 4 " in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: _ Measurement Uncertainty To the best of my knowledge, the a WAS AS NOT performed in accordance with the approved plans, specificati uirements, SuperintendentlRepresentative: Technician: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., ANG, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 05101 Rolling Inspection Repon.doc • (559) 348-2200 • (661) 633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, A 9288 1501 154 Street NW, . Auburn, WA 98002 20714 State H 1 NE, Ste 3C, Poulsbo, WA 98370 19501 144th Ave NE 8F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425)485-5519 Revision 1 Effective Date. 5!25145 The information provided an this report is prepared for the exclusive me of the client. This report may not be reproduced in any format without the mitten permission of the client srsd Kratan dt Associates QKrazan &ASSOCIATES,INC. GEOTECHMCAL ENGINeeRiNG • BwmcntwervrAt. ENG(NEEFaNG CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316B1R060707-6 Permit No. DATE: 6-07-07 CONTRACTOR: Baley Construction PROJECT ft 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. Inspector. G. Nail: PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A325 ❑ A490 X A Skidmoore test was performed on the 7/8 -inch 0 bolts with the following torque readings: 49 Kips 47 Kips 51 Kips Kips Kips Average tension: 49 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: ,® The bo • • ❑ ANCHORS % of DID NOT meet the required f/ ❑ Proof Load total lbs./ft. tension. ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to Ibslft. tension at the following locations: % of total anchors were load tested to lbs/ft. tension at the following locations: ❑ Visual inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # f2h2947100 2 ° in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, Me a AS NOT performed in a00ordance with the approved plans, Superintendent/Representative: Technician: regulatory requirements. 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-22000 1501 IS° , _ W, 006, Auburn, WA 98002 • (253) 939-2500 1025 Lone Palm Ave., NSG, Modesto, CA 95351 • (209) 572-2200 20714 S e Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott Si. San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE 8F-300, Woodinville, WA 98072 • (425) 485-5519 Revision 1 Effective Due, 525105 The information provided on this repel is prepared for the exclusive use of the cliertt, This report may not be reproduced in any format without the written permission of the them and Kalinin & Associates 05101 Hoping Inspection Report doe I<i'azati &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316BIR060707-7 Permit No. DATE: 6-07-07 CONTRACTOR Baley Construction PROJECT ft: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. GEM Inspector G. Nails PRESENT AT SITE: COPIES TO: WEATHER: Cloudy TEMP: 62 F X HIGH STRENGTH BOLTS X A325 ❑ A490 X A Skidmoore test was performed on the 7/8 -inch 0 bolts with the following torque readings: 50 Kips 51 Kips 52 Kips Kips Average tension: 51 Kips ❑ High strength bolt inspection was performed on the -inch 0 bolts at the following locations: Kips -� The bo ,41 1:1 ❑ ANCHORS %of DID NOT meet the required ❑ Proof Load total lbsift. tension. ❑ Torque Test ❑ Epoxy -inch 0 bolts were torque tested to lbslft. tension at the following locations: % of total tension at the following locations: anchors were load tested to Ibs/ft. ❑ Visual inspection was performed on X NOTES 0 DISCREPANCIES 0 % COMPLETE Performed Skidmore Qualification testing of A325 TC bolts lot # F2H2951100 2 " in length bolts Minimum tension requirements for qualification per RCSC Rev 2000. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty To the best of my knowledge, the above f WAS NOT performed in accordance with the approved plans, specification and atory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, St orona, CA 9288 • (909)549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1501 15* , #106, Auburn, WA 98002 • (253) 939-2500 1025 Lone Palm Ave., #8G, Modesto, CA 95351 • (209) 572-2200 20714 Stale Hwy 305 NE, Ste 3C, Poulsho, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE SF -300, Woodinville, WA 98072 • (425) 485-5519 Revision I O5164 Batting Inspection Repore.doc Effeenve Doc 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and 'Erman & Associates I(razarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 8, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Bums, RECEIVED 'JUN '1, 8 200?i COMMUNITY DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break `-V Y..... /my,. yr Project No. 066-06316 Cyt. Code 070600 Pour Date Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila 5/2/2007 Report No. 50207-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:06 18 Ticket # 184624 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/4" 69 58 Unit Wt. (pcf) Placement Area Location Pile caps and grade beams J.8/16.4-18.82, 18.82 -18.8/J - J.8, escalator pit slab J.95/14.5 Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050207 Inspector G. Nall{ Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 Air Ent. (oz) 279 Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) Actual Weights 01600 565 1425 259 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM 0173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 070600 5/9/2007 070600 5/30/2007 070600 5/30/2007 070600 070600 070600 070600 070600 Remarks Results Reviewed By f Codes for Break Types: Age 7 28 28 H Design Strength 4,000 @ 28 days Max. Comp. Dim. Area C.F. Load Str. (psi) 4x8 12.57 0.0 61694 4,900 4x8 12.56 0.0 91240 7,260 4x8 12.56 0.0 89400 7,120 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Rec'd. 5/3/2007 Set # 1 1 1 1 Tested By BH TN TN 3: Cone & Shear 4: Shear Form 03101 Rurwlon 3 Efirectioe Dais 6117101 The Ydonnstlon piovIded on Ibis report 1. proposed for 1M utdrghs use of the ckerd. This report nuipsot ho reproduced In any foimal erNhwd 01. >Klhen plininission of tl1is dorm and Krazan & Aseocl Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Project No. 066-06316 Weather Mostly Sunny Cyl. Code 070601 Pour Date 5/2/2007 Report No. 50207-2 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:37 96 119189 5" 70 59 Placement Area Location Pile caps and grade beams J.8/16.4-18.82, 18.82 -18.8/J - J.8, escalator pit slab J.95/14.5 Sampled at 73 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050207 inspector G. Neill Laboratory Data Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1414 Air Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/3/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070601 5/9/2007 7 4x8 12.57 0.0 70236 5,590 2 BH N/A 070601 5/30/2007 28 4x8 12.56 0.0 92330 7,350 2 TN N/A 070601 5130(2007 28 4x8 12.56 0.0 92900 7,400 2 TN NIA 070601 H 4x8 2 070601 070601 070601 070601 Remarks Results Reviewed 8y 0'r Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 RerMidn 3 Mays 0d. VI VOA Th, hdamutlon provided on this report is prepared for the ercpnhre we of the died. Thk report may not be reproduced in any format ailhout the .Allen permission of the client and 1Crezan & Assod ... .. ......Noy w.rw.r, • ..... IIrvv/ ...••.. 4••..vv Project No. 066-06316 Cyl. Code 070620 Pour Date 5/3/2007 Report No. 50207-3 Weather Suny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 48 119202 5" 67 62 Placement Area Location Pile caps 15/K.9,15.6/L,16/J.15. Grade beams C.3/12-12.8, D/12-16, C/14 -16,B/13-15, E/12-16, F/12 -16,G.5115-16, 13/C.3-E,14/B-C,14/F.4-G.10, 15/B -G.9 Sampled at 14 cyds Remarks Placed by boom pump and mechanically consolidated by H -F vibrator Please refer to Field Report No.6316DFR050207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1418 Air Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/4/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 070620 4/10/2007 7 4x8 12.59 0.0 55120 4,400 1 TN N/A 070620 5/30/2007 28 4x8 12.55 0.0 83050 6,620 1 TN N/A 070620 5/30/2007 28 4x8 12.55 0.0 80520 6,420 1 TN N/A 070620 H 4x8 1 070620 070620 070620 070820 Remarks Results Reviewed ByP Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Formtp101 Revision !Mahe Date 5f12/0. The information provided an this report Y prepared for the exdusire use of the client. Thi wed may not be reproduced harry format without the written permission of the diad and Krezan & Awed: 1r•. M—M11 %A !'IJJ./%ILeLL.OJ 1111%. 11I11/ 1 - 1111•11 61%1 VOL Mee VYILO 1 VVI "11•11410111 11g e/A , %LJNj1 i/JJ-LYVV Project No. 066-06316 Cyl. Code 070655 Pour Date 5/4/2007 Report No. 50407-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:27 427 803195 5-1/2" 67 47 Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, Sampled at 8 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report Na.6316DFR050407 Inspector G. Nail! vemmeamesdardrom Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. Ibs. 450 448 F. Ash lbs. 80 79 C. agg. lbs.1 1943 1960 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1413 Water lbs. 230 216 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other(oz) Water Added on Job (gals.) 17 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 7 4x8 12.53 0.0 45500 3,630 1 TN N/A 28 4x8 12.54 0.0 76650 6,110 1 TN N/A 28 4x8 12.54 0.0 73920 5,880 1 TN N/A H 4x8 1 070655 5/11/2007 070655 6/1/2007 070655 6/1/2007 070655 070655 070655 070655 070655 Remarks Results Reviewed By /44t' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 09101 Rsehbn 9 Bides pee 5112/01 The in0orm15on provided on this report is prepared dor the seclusive ora oldie client This report may red be reproduced kr any lomat nem; the written permission of the cleat and Krazan ![ Aseoc4 Kra;an & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070656 Pour Date 5/4/2007 Report No. 50407-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. 111111111111111111 111111111k Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 9:27 421 803343 5-314" 68 50 Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, Sampled at 55 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 456 F. Ash lbs. 80 82 C. agg. lbs. 1 1943 1960 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1425 Water lbs. 230 214 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 19 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 40260 3,210 2 TN N/A 28 4x8 12.55 0.0 65770 5,240 2 TN N/A 28 4x8 12.55 0.0 65360 5,210 2 TN N/A H 4x8 2 070656 5/11/2007 070656 6/1/2007 070656 6/1/2007 070656 070656 070656 070656 070656 Remarks Results Reviewed By X£ Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision Effective Date 611710+ The information provided on Otis report is prepared for the exclusive use or 0n sere. This report may not be reproduced In wry toren* wuwut tM nrtten permission of the dere and Krezan d AeeoW Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070657 Pour Date 5/4/2007 Report No. 50407-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:35 428 803547 6" 66 51 Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, 551,552„491,492,493,494,622,625,640,641,642 Sampled at 103cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Com. lbs. 450 455 F. Ash lbs. 80 77 C. agg. lbs. 1 1943 1960 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1425 Water lbs. 230 215 Air Ent. (oz) Other(az) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070657 5/11/2007 7 4x8 12.53 0.0 34080 2,720 3 TN N/A 070657 6/1/2007 28 4x8 12.54 0.0 65910 5,260 3 TN N/A 070657 6/1/2007 28 4x8 12.54 0.0 64700 5,160 3 TN N/A 070657 H 4x8 3 070657 070657 070657 070657 Remarks Results Reviewed By /E Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Effective Date 5112/0,1 The information provtled on 01fs report le prepared for the seclusive use of the diem. MIs report msy not he reproduced in any format mahout the mitten permission of the oiled rid Kamm 5 Amer Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070658 Pour Date 5/4/2007 Report No. 50407-4 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:13 21 119213 4-1/2" 68 53 Placement Area Location Pile caps 15.8/N, 15.6/M.4, M116, K.7/16.4,K.7/17.6 Grade beams G.12/13-15 Sampled at 4 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 265 Air tint. (oz) Other(oz) Other (az) Other (az) Other (az) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070658 5/11/2007 7 4x8 12.53 0.0 50250 4,010 1 TN N/A 070658 6/1/2007 28 4x8 12.54 0.0 76600 6,110 1 TN N/A 070658 6/1/2007 28 4x8 12.54 0.0 75320 6,010 1 TN NIA 070658 H 4x8 1 070658 070658 070658 070658 Remarks Results Reviewed By f# Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fo,Tn opal Reefeen3 Motive Oslo 5(11101 The kraonneekm provided on aYs report Is prepared for the eadu&w MI of the dent. The mood may not be reproduced In arty famed mahout 1M warn emersion of the cie,Y eM Krszan & Meech I t. w.an as rwa1Jl..a%0o, guy 1 - taw outlet rimy MII I IVO, Auburn, YYA uouuz, (L3.31 bby-LaUU Project No. 066-06316 Cyl, Code 070690 Pour Date Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila 5/8/2007 Report No. 50807-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Slump Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) 13:35 74 184957 4-3/4" 75 74 Unit Wt. (pcf) Placement Area Location Pile caps and grade beam K/17.6-18.82, Grade beams J/14- 18.82, 16/J -J.8, 17.6/H-J.8,H/17.6-18.82, 18.82/F.5 -J, F.518. 82 to F.2/20, 3/15-16 Sampled 6 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050807 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 1868 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 253 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz} Water Added on Job (gals.) Actual Weights 01600 565 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date Field Cure 070690 5/15/2007 070690 6/5/2007 070690 6/5/2007 070690 070690 070690 070690 070690 Remarks Results Reviewed By /F Design Strength 4,000 @ 28 days Max. Comp. Area C.F. Load Str. (psi) Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 12.56 12.56 12.56 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 0.0 0.0 0.0 55940 79660 82290 4,450 6,340 6,550 Date Reviewed Date Specimens Recd. Tested Break Set# By Type 1 1 1 1 3: Cone & Shear 4: Shear TN TN TN Fonn 0310t Rarisbe OWN* pis 5/100. The Wormetlon provided on Ns wood is propend for the seclusive use of the client. This report may not be reproduced in em/ binned vMhoct the mitten permission oleo client and Krazan & Assad N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) �.� QI.2111 .6% P1aa1."..iQtG'J, gine. - orreet 11lVY oulie '1 Vo, # uourn, YYA uouut, (LD.3) v. l-LSUU Project No. 066-06316 CyI. Code 070689 Pour Date 5/8/2007 Report No. 50807-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:25 18 119271 5" 75 75 Placement Area Location Pile caps and grade beam K/17.6-18.82, Grade beams J/14- 18.82, 161J -J.8, 17.61H-J.8,H/17.6-18.82, 18.82/F.5 -J, F.518. 82 to F.2120, 3115-16 Sampled 58 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 565 F. Ash Ibs. C. agg. Ibs.1 1860 1856 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water Ibs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. TestField Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070689 5/15/2007 7 4x8 12.56 0.0 54650 4,350 2 TN N/A 070689 6/5/2007 28 4x8 12.56 0.0 79220 6,320 2 TN N/A 070689 6/5/2007 28 4x8 12.56 0.0 74680 5,950 2 TN NIA 070689 H 4x8 2 070689 070689 070689 070689 Remarks Results Reviewed By 1,(EF Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 00101 R.visbn 3 Effects,* Data 51111W Ths Monnatisn provided on this roped i prepared for the exclusive use of the client This report may not be reproduced in any format *Mout the widen permission of the dint and Krazan 8 Assoc nrazan 0' Mssoclates, Inc. 15U1 - Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070699 Pour Date 5/9/2007 Report No. 50907-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (9 (F) (pcf) 13:14 434 805449 4-1/2" 68 65 Placement Area Location Piles 464,465,489,490,.500,502,597,615,616,617,618,619, 620,621,623,624 Sampled at 15 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050907 Inspector G. Naill a,a1111EGIMEUR Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 458 F. Ash lbs. 80 78 C. agg. Ibs. 1 1943 1943 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1425 Water lbs. 230 215 Air Ent. (ox) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (az) Other (oz) Water Added on Job (gals.) 20 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 35660 2,840 1 TN N/A 28 4x8 12.56 0.0 53400 4,250 1 TN N/A 28 4x8 12.56 0.0 56600 4,510 1 TN NIA H 4x8 1 070699 5/16/2007 070699 6/6/2007 070699 6/6/2007 070699 070699 070699 070699 070699 Remarks Results Reviewed By X£ Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +l- 8% Form 03101 Rion 3 Otrdn.Oa1. Oruro' The Yrk,modon provided on this report Y prepared for the exclusive use of the client. /his import may not be reproduced In any format mahout the rotten permission of the client and 'bazar d Assack VV I - I V\II Ju oak n■. UUIW wart, /UL/U. II, •rr1 aowc, tAGPJ) a�a-c�uu Project No. 066-06316 CyI. Code 070700 Pour Date 5/9/2007 Report No. 50907-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engfneer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:33 19 119294 5" 68 64 Placement Area Location Grade beams 16/A -B, 191C.3 -D.4, 18.82/F.5 to 19/E.5,20/D- G, 19/D.4 to 20/D.6, F.5/18.82 to G/20 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 563 F. Ash lbs. C. agg. Ibs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1427 Water lbs. 279 266 Air Ent. (oz) Other (az) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 51630 4,110 2 TN N/A 28 4x8 12.56 0.0 79960 6,370 2 TN N/A 28 4x8 12.56 0.0 75430 6,010 2 TN NIA H 4x8 2 070700 5/16/2007 070700 6/6/2007 070700 6/6/2007 070700 070700 070700 070700 070700 Remarks Results Reviewed By %{E Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03}01 AevYbn3 EMsdMe Date 5l12/0• The lidom Aion provided an Os report is prepared kw the esd sive use of the clam. The repos may not be reproduced In any format without the wstten permission of On dent and Krazan 5 Mod nrazan et Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 070701 Pour Date 5/9/2007 Report No. 50907-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:20 423 805574 5-3/4" 68 63 Placement Area Location Pile 464,465,489,490,500,502,597,615,616,617,618,619, 620,621,623,624 Sampled at 58 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050907 Inspector G. NalII Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash lbs. 80 79 C. agg. lbs.1 1943 1937 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1438 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 24 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070701 5/16/2007 7 4x8 12.55 0.0 57960 4,620 3 TN N/A 070701 6/6/2007 28 4x8 12.56 0.0 85200 6,780 3 TN NIA 070701 6/6/2007 28 4x8 12.56 0.0 90040 7,170 3 TN N/A 070701 H 4x8 3 070701 070701 070701 070701 Remarks Results Reviewed By k.E. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 067o1 Revision a Moline We 6/12,01 The MMmMbn provided on this report Y prepared for the er<dis 0. use of the dent This report may not be reproduced in any fomes[ valor the written pens edon of the dived and Kremer & Associr Krazan ifs Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070725 Pour Date 5/10/2007 Report No. 51007-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:15 41 119328 5" 68 65 Placement Area Location Pile cap and grade beams A/21 -23,22,23/A -C.6, pile caps 21/E.11,211G,20/H, grade beams K116 -17.6,K.7116.4-17.6 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. ms. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 266 Alr Ent. (oz) Other (oz) Other (oz) Other loz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070725 5/17/2007 7 4x8 12.56 0.0 55740 4,440 1 TN N/A 070725 6/7/2007 28 4x8 12.55 0.0 73430 5,850 1 TN N/A 070725 6/7/2007 28 4x8 12.55 0.0 73150 5,830 1 TN N/A 070725 H 4x8 1 070725 070725 070725 070725 Remarks Results Reviewed By /gc Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) 1.01111 03701 Reviles 3 Effective Dale MEN The informitIon provided on this mesh is greeeved her the *Saltily* use of this siert This repnh may rot ha Dip: duces is any {omit whirs d the MNten permission of 00 sand aM Krerpn & Amisc ••••• • •tel•• YY rl.l •• •• VV•l.. •WY, 11,1•••••••• It, •ars , `LJJ1 00.17.L.•,UY Project No. 066-06316 Cyl. Code 070726 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 5/10/2007 Report No. 51007-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Miles Time Truck# 13:38 65 Ticket # 119331 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 69 65 Unit Wt. Oct) Placement Area Location Pile cap and grade beams A/21 -23,22,23/A -C.6, pile caps 21/E.11,211G,201H, grade beams K/16 -17.6,K.7/16.4-17.6 Sampled at 58 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Naill WAOMEIVIPOCeal Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070726 5/17/2007 070726 6/7/2007 070726 6/7/2007 070726 070726 070726 070726 070726 Remarks Results Reviewed By/ Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.56 12.55 12.55 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 53330 72860 70660 Comp. Str. (psi) 4,250 5,810 5,630 Date Reviewed Date Specimens Rec'd. 5/12/2007 Set # 2 2 2 2 Tested By TN TN TN 3: Cone & Shear 4: Shear Fenn 03101 Earlobe 3 Effacers Data 5/17r04 The hdmrnetbn pmreded on Ots report is prepared far the ead usra use d 1M dant. The name way not ba tapodxcad in any Ponnat without the edits permission of Its cleat and Krsa., & Assoc* Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) rirazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070727 Pour Date 5/10/2007 Report No. 51007-3 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 96 119340 5" 68 67 Placement Area Location Pile cap and grade beams N21 -23,22,23/A -C.6, pile caps 21/E.11,21/G,20/H, grade beams K/16 -17.6,x.7/16.4-17.6 Sampled at 125 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Naill Sablernlaellne Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C.agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Test Code Date 070727 5/17/2007 070727 6/7/2007 070727 6/7/2007 070727 070727 070727 070727 070727 Remarks Results Reviewed By 4 -EC Codes for Break Types: Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/12/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set IS By Type 7 4x8 12.56 0.0 55000 4.380 3 TN N/A 28 4x8 12.55 0.0 79540 6,340 3 TN N/A 28 4x8 12.55 0.0 81220 6,470 3 TN N/A H 4x8 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming r 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fefm 03101 Rertebn Mahe Deb SIM, The inks adore mended on Vas report is prepared for the inclualva use et the dent. This report may not be reproduced harry forded anho l the written perminden of the oiled and Klazan & Amock nrazan tit Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Sunny CyI. Code 070728 Pour Date 5/10/2007 Report No. 51007-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:10 65 119343 5-1/2" 69 66 Placement Area Location Pile cap and grade beams A/21 -23122,23/A -C.6, pile caps 21/E.11,21/G,20/H, grade beams K/16 -17.6,K.7/16.4-17.6 Sampled at 152 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFRO51007 Inspector G. NaIII Inemiennenoma Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 563 F. Ash tbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1418 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/12/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070728 5/17/2007 7 4x8 12.56 0.0 50320 4,010 4 TN N/A 070728 6/7/2007 28 4x8 12.55 0.0 64910 5,170 4 TN N/A 070728 6/7/2007 28 4x8 12.55 0.0 67370 5,370 4 TN N/A 070728 H 4x8 4 070728 070728 070728 070728 Remarks Results Reviewed By KE6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 RNWon 3 Effective Ode 5l1210e Tree Honndbn peened on *grown* paWasd lot tee exeunt* use OM. dant ltd npoll may r.ol be reproduced In nay kerma ,dha,i 1110 Yellen permeninn et The dent and Kreza, & ASIKKA nrazan c. Mssociates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070811 Pour Date 5/17/2007 Report No. 51707-1 Weather Sunny Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:10 91 121444 4-1/2" 67 67 Placement Area Location Pile cap and grade beams A124-25, 24/A -C Sampled at 7 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051707 Inspector S. Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. egg. lbs. 3 Sand lbs. 1420 1405 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/22/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 070811 5/24/2007 7 4x8 12.56 0.0 45180 3,600 1 TN N/A 070811 6/7/2007 28 4x8 12.55 0.0 61710 4,920 1 TN N/A 070811 6/7/2007 28 4x8 12.55 0.0 63880 5,090 1 TN N/A 070811 H 4x8 1 070811 070811 070811 070811 Remarks Results Reviewed By oeSc Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 aeeleien 3 Effective D.r►en210s The tnwrmetIon provided on Ns report r prepared for the exclusive use of the client This report may not be reproduced in wry format without the written pxmissiort of 1he died end Krazan 8 Mao* ear aa.au 1.11 r►aavtefa1.113.7, n w. IJV 1 - 1 OW Olt eel, 111011 OUIEC WO, NUUUI I I, YYN NODUL, VW) i1Jy-L000 Project No. 066-06316 Cyl. Code 070812 Pour Date 5/17/2007 Report No. 51707-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:50 91 119488 4-1/2" 68 67 Placement Area Location Pile cap and grade beams A/24-25, 24/A -C Sampled at 70 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051707 Inspector S. Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1426 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/22/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070812 5/24/2007 7 4x8 12.56 0.0 43480 3,460 2 TN N/A 070812 6/712007 28 4x8 12.55 0.0 59700 4,760 2 TN N/A 070812 6/7/2007 28 4x8 12.55 0.0 59470 4,740 2 TN N/A 070812 H 4x8 2 070812 070812 070812 070812 Remarks Results Reviewed By KE Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM 0-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 031131 Revision 3 Motive Dere 5112104 The Wo,m*lbn presided en Ns report to prepared for this exclusive use of the shit. This report may not be reproduced in any formal without the written p1mlssion of the Bort and Kzazan 0 Assock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070852 Pour Date Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 5/23/2007 Report No. 52307-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:21 65 CYLINDER REPORT Ticket # 185923 Plant No. 201 Mix Slump Temp. % Air (in.) (F) 5-1/2" 73 Site Mix Air Temp. (F) 69 Unit Wt. (pet) Placement Area Location Grade beams M.3/12.8-L.7/13.1,L.7/13.1-L.3/1/13,L.3.1/13- 6.6/1355, L.3.1 /14.6-K9115,15/L.2.1-K, K/15 -16,A/23-24, B/23-24, escalator pip slab 21/C.3, Pile caps J/24 Sampled at 7 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052307 Inspector G. Naill sElieenteetMOSSEIMIenn Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 269 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Test Code Date 070852 5/30/2007 070852 6/20/2007 070852 6/20/2007 070852 070852 070852 070852 070852 Remarks Results Reviewed By Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.56 0.0 54540 4,340 1 TN N/A 1 Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Reviewed 1 1 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 00101 Ra h:Ion 3 Weave Pete 5,14/0L The AMermilbn pfd on Ors report 6 prepared for Mn exclusive use of the dent. Thi report may not be reproduced In any brunet *those the written penneseSsn of the dla+t and Kracen A Maori Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan tk Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070901 Pour Date 5/24/2007 Report No. 52407-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Contractor Bayley Construction client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:00 69 186016 5" 68 65 Placement Area Location Grade beams and pile caps 22 -23/F -J.8 Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052407 Inspector G. Nail! eamsezirr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 574 F. Ash lbs. C. agg. lbs. 1 1860 1876 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1406 Water lbs. 279 270 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070901 5!31/2007 7 4x8 12.55 0.0 51100 4,070 1 TN NIA 070901 6/21/2007 28 4x8 1 070901 6/21/2007 28 4x8 1 070901 H 4x8 1 070901 070901 070901 070901 Remarks Results Reviewed By `c ' " Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% ram 03101 Revision 8 Motive Date 511210' The i/o,m.tbn ported on 514 report is prepared W the exclusive use of the dent. This report may not be reproduced N any format without the %When permission d the client see Mean & Assoc* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070902 Pour Date 5/24/2007 Report No. 52407-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:28 747 186022 5-1/4" 63 69 Placement Area Location Grade beams and pile caps 22 -23/F -J.8 Sampled at 60 cyds Remarks Placed by boom pump and mechanically consolidated by HIF vibrator Please refer to Field Report No.6316DFR052407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 586 F. Ash lbs. C. agg. Ibs. 1 1860 1876 C. agg. lbs. 2 C. egg_ lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 268 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Cyl. Test Field Max. Comp. Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 45650 3,640 2 TN NIA 28 4x8 2 28 4x8 2 H 4x8 2 Date Specimens Rec'd. Tested Break 070902 6/31/2007 070902 6/21/2007 070902 6/21/2007 070902 070902 070902 070902 070902 Remarks Results Reviewed By /t'6 Codes for Break Types: 1: Cone 2: Corte & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 RarMkn 3 Mao* Clete 611210' Th►YremM on pra4Med on this report Y prepsed for the radusNa use al the cent TMs report may not be reproduced in any format without the written permission of the client and Krum & Assoc Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070903 Pour Date 5/24/2007 . Report No. 52407-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:30 135 119636 5" 63 71 Placement Area Location Grade beams and pile caps 22 -23/F -J.8 Sampled at 110 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report Na.6316DFR052407 Inspector G. Nall! arLIEGMLOrMinnill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. C. agg. lbs. t 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 268 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 7 4x8 12.55 0.0 45530 3,630 3 TN N/A 070903 5/31/2007 070903 6/21/2007 070903 6/21/2007 070903 070903 070903 070903 070903 Remarks Results Reviewed By kic 28 4x8 28 4x8 H 4x8 Date Reviewed 3 3 3 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% from 03101 Revision 3 Motive Date 51l2)0 The hlonnrion provided an this report le prepared ear Ow an:more uea et the dent. Tits report may not be aepoedueed in soy format %ghost g» written permission of the dent and Wean Si Mood, a., r".....1,1 Uir rnoavv.a1.oa, uw. 1Jv 1 - law su am. your Nukaa Ivy, intik/L1111, litlfhti .7QUUL, (L IJ) aJ:f'LJVV Project No. 066-06316 Cyl. Code 070914 Pour Date 5/29/2007 Report No. 52907-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Wesffield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:45 135 186153 5" 70 73 Placement Area Location Grade beams and pile caps J.8/18.82-22. Grade beams N16-19, B/18-19, B/16-17. Escalator pit walls C.3/21, southwest loading dock Sampled at 26 cyds Remarks Placed by boom pump and mechanically consoildated by H/F vibration Please refer to Field Report No.6316DFR052907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 574 F. Ash lbs. C. agg. lbs. 1 1860 1878 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1421 Water Ibs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/31/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070914 6/5/2007 7 4x8 12.56 0.0 60070 4,780 1 TN N/A 070914 6/26/2007 28 4x8 1 070914 6/26/2007 28 4x8 1 070914 H 4x8 1 070914 070914 070914 070914 Remarks Results Reviewed By of f Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0310i Revision 3 Effective 00. 5t1210i The information provided on this report Y prepared for Um exclusive use of Me client This report may not be reproduced in any formal without Mrs mitten permission of the ckerd end Kraien a Aseodi •-•.- ..4r M rWu1V V1MiVV, 411,11.1.• e.ry k - e.rue vuoot envy .aunts euu, nuuukee, rue, uouuL, %Lula; a,o-000U Project No. 066-06316 Cyl. Code 070919 Pour Date 5/29/2007 Report No. 52907-2 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 74 119689 5" 71 78 Placement Area Location Grade beams and pile caps J.8/18.82-22. Grade beams N16-19, B/18-19, B/16-17. Escalator pit walls C.3/21, southwest loading dock Sampled at 77 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR052907 Inspector G. Naill eraarallailalri Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs.1 1860 1875 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (az) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/31/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070919 6/5/2007 7 4x8 12.56 0.0 59560 4,740 2 TN N/A 070919 6/26/2007 28 4x8 2 070919 6/26/2007 28 4x8 2 070919 H 4x8 2 070919 070919 070919 070919 Remarks Results Reviewed By lei Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 ReVarlon 3 Elective Dele 5117!04 The heomutbn provided an that report is prepared for the exclusive use of the client. This mod mai not be reproduced in any kernel without the maim permission of the dirt end Kraran d Aaaodc I IA eer.Q,t IA P1ZO211yUreaL1721, 1111. i au i - lain otreet rive Quite 1 Uo, AUOUrn, VVA t1tfUUZ, (253) 838-25UO Project No. 066-06316 Cyl. Code 070941 Pour Date 5/30/2007 Report No. 53007-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:00 76 186261 5° 77 84 Placement Area Location Grade beams 25/A-D.7,24/C-D.7.5,25/D.7-24/D.7.5,D.4/23-25 D124 -25,C.3/23-25 Sampled at 2 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR053007 Inspector G. Nail! SCMCZeOriCrIrle Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 559 F. Ash Ibs. C. agg. lbs. t 1860 1876 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1417 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070941 6/6/2007 7 4x8 12.56 0.0 48040 3,870 1 TN N/A 070941 6127/2007 28 4x8 1 070941 6/27/2007 28 4x8 1 070941 H 4x8 1 070941 070941 070941 070941 Remarks Results Reviewed By ,(e :; Date Reviewed ' Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fore 03101 Revision 3 Effective Date 5f57101 The Information provided on this report Is prepared for the exclusive use of the alert. This report may not he reproduced in any format wahout the twilten pemresion oft the dent Bold Krazan 5 Assoc': MI PILO II GI M**V4fa LC7, IIID. iDui - lain bullet NW Butte 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070931 Pour Date 5/31/2007 Report No. 53107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Prosect Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # Yo Air (In.) (F) (F) (pcf) 12:04 92 186366 5" 77 68 Placement Area Location Grade beams and pile caps 22 -23/J.8 -M.8. Grade beams N20 -21,B/20-22,21 /A -B.5 Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR053107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 259 Air Ent. (oz) Other (az) Other (az) Other (az) Other (az) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recrd. 6/4/2007 CyI. Test Field Max. Comp. Tested Break Code Data Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 6/7/2007 7 4x8 12.55 0.0 49070 3,910 1 TN N/A 6/28/2007 28 4x8 1 6/28/2007 28 4x8 1 H 4x8 1 070931 070931 070931 070931 070931 070931 070931 070931 Remarks Results Reviewed By /OE Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pam W101 R.vi.bn 3 Effective Data tinlY/ The ti .nnetfon padded on this toped k prepared For the exduabe dee a the fit. mi report may not be repmdnced in any farm n, tho,a the written permission of the dent and Krazan & Mood: r.r sa�rsts ax rwfavI,facttsa, un.. lout -loth street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070933 Pour Date 5/31/2007 Report No. 53107-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % AIr (in.) (F) (F) (pcf) 13:10 78 119744 5" 76 78 Placement Area Location Grade beams and pile caps 22 -23/J.8 -M.8. Grade beams A/20 -21,B/20-22,21 /A -B.5 Sampled at 111cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR053107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566 F. Ash lbs. C. agg. lbs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 267 Air Ent. (oz) Other(oz) Other(oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 6/4/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 50550 4.030 3 TN N/A 28 4x8 3 28 4x8 3 11 4x8 3 070933 6/7/2007 070933 612812007 070933 6/28/2007 070933 070933 070933 070933 070933 Remarks Results Reviewed By A/ Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Kam 01.101 Revision 3 Effective Date 9712/4r The idamslien provided se ihls report R pawed for the *admen .. of the die 4. Thle report may not be rs roduoed 'n erry format t the *Phan permission of the client and Krezan a Assoek swe.i�razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 31, 2007 KA No. 066-06316 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield MalI Expansion Seattle, Washington Dear Mr. Bums, RECEIVED COMTf p�LOP Permit No. In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 17 through May 29, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06116 dfr �i(13zar1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR051707 DATE: 05/17/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nai11eria:�-i LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 67 F Mar Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap and grade beam reinforcing steel lines A/24-25, 241A -C Revealed resteel to be complete per plans and RFI. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR051707-1 And 6316CR051707-2 for test data. Equipment/Asset mber(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved pl Superintendent/Representative: Technician: Geo - aill Offices Serving the Western United St Form 1501 r. i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «krazan StASSOCIATES,INC. GEOTECHNICAL ENGINEERING* ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-17-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion WELDING INSPECTION REPORT NO.: 6316SS051707 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 67 F STRUCTURAL• STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Location: Site stock Splices # 53 thru 56 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16" '/4 5/16" 3/8' Other: Codes: X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on site stock splices # 53 thru 56 with no relevant Indications noted reference report # 6316NDE051707 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the atloydWAfrfWAS NOT performed in accordance with the approved plans, specifications, and regul SuperintendenURepresentative: Technician: George Nai 05104 Welding inspection Reporl.doe Revision I Effective Due: 5/25(05 The information provided on this report is prepared for the exclusive las of the client This report may no be reproduced in any format without the written permission of the client and Rano dt Associates i-IKt'21Z21JT1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-17-07 PROJECT 1: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE051707-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Sunny TEMP: 67 F M( STRUCTURAL STEEL El FIELD/SHOP WELDING X OTHER V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS DI .1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard HW xx ns=near side. is=far side. Tf=top ci 91 If OUAr my OF WELDS Bf=bottom o4CCEPT flange. {k{y� K I m PROCEDURE LEGEND TRANSDUCER ANGLE v Z • to 1 directions. t=top. Bottom. T$Bf=bop DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. .373 to .375 wall site stock splices .500 to .500 wail site stock splices .375 b .500 wall site stock splices PCW r Grid tins J A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING 1 hOUND PATH (ANGULAN DISTANCE) r 0 DEPTH FROM $URFACE "A' (STANCE FROM WELD CENTER "r DISTANCE FROM WELD END 1- Splice # 53 1 x 70 12 II Splice # 54 1 x 70 12 Iib Splice #55 1 x 70 1-2 fiS Splice # 56 1 x 70 1.2 86 1 7 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 4 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 4 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abov AS NOT performed In accordance with the approved plans, specifications, end regulat Superintendent/Representative: Technician: George N 215 West Dakota Avenue, Cloves, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #SG, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puy. ., Wei. 98371 20714 State Hwy 305 NE, Ste - ' oulsbo, WA 98370 19501 144a Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25105 iI<1'21.21t1L &Ass0cIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/18/2007 FIELD REPORT NO.: 6316DFR051807 CONTRACTOR: Baley Construction PROJECT, 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nails LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 67 F Epoxy Dowels Arrived on site as requested by the contractor to perform Epoxy Dowel inspection, in conformance to Project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Epoxy dowels line B/14.4 to 15.6 per detail 3/ST7 verified hole Prep and cleanout, embedment depth, bar size and spacing and use of Hilti HY-150 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications Superintendent/Representative: Technician: Georg a Naill Offices Serving the Western United States Form 1501 TA Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. (IK1'aZII1ULTRASONIC EXAMINATION 8t A s s a c l A T E s, I N c. REPORT NO.: 6316NDE051807 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-18-07 PROJECT ft: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Sunny TEMP: 67 F n STRUCTURAL STEEL n FIELD/SHOP WELDING X V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other 01.1-1/Table 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. 4s --far side. Tf=top I99� 2 QUANTITY OF WELDS 3 I . Bf=bottom (ltd) C Sense. �1yyy C PROCEDURE LEGEND N.S.E.W.=compass W g CK W directions. t top. Bottom. T&Bf=top DATA DESCRIBED IN AWS 0.1.1 and bottom range. DISCONTINUITY INFO REFERENCE REPORT NO. 373 t0 375 wail site stock splices .500 to .500 wall site stock splices .375 to .500 wall site stock splices PCMK f Grid lire 0 A. DEFECT LEVEL S. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH {ANGULAN DISTANCE} 2 DEPTH FROM SURFACE 'A DISTANCE FROM WELD CENTER')' DISTANCE FROM WELD END 'V Splice # 57 _ 1 x 70 1-2 66 Splice # 58 1 x 70 1.2 65 Splice #59 1 x 70 I.2 66 Ultrasonic Test (IJT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency 225 MHz To the best of my knowledge, the a WA J WAS NOT performed in accordance with the approved pians, specifications, and Superintendent/Representative: Technician: George Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 48G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 The information provided an this report is prepared for the exclusive use of the client 226 N. Sherman, Ste. A, Carona, CA 9288 • (909) 549-1188 922 Valley ave. N.W. Suite 101 Puyallu. a 98371 • (253) 939-2500 20714 State Hwy 305 NE, Ste 3C, bo, WA 98370 • (360) 598-2126 19501 1446 Ave NE #F-300, Woodinville, WA 98072 • (425)485-5519 05105 UT Report Rev. 1 Effective 5f25105 ll20/05 This report may not be rimed in any format without the written permission of the diem and IGaan & Associates. Kr:az &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 055-18-07 PROJECT #: D66-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. WELDING INSPECTION REPORT NO.: 6316SS051807 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G_ Nail! JURISDICTION: City of Tukwila WEATHER: Sunny Ternp: 87 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Location:Site stock Splices* 57 thru 59 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3116' W 5/16` 3/8' Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on site stock splices # 57 thru 59 with no relevant Indications noted reference report # 6316NDE051807 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above WA8'1 WAS NOT performed In accordance with the approved plans. specifications, an = 1 Superintendent/Representative: Technician: George Nai 1 05104 welding Inspection Report.doc Revision I Eirective Dna: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krann & Associates. a an & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 51/PA i PROJECT #: 04.411. .-. PROJECT: .W—_ LOCATION: A d KRAZAN PROJECT MANAGER: NDE REPORTNO.: 3983 CONTRACTOR: 4/A PERMIT NO: N7A INSPECTOR: /rf Si2 4lV7/ V6 M:SC: Asst• "aress WEATHER: //jam/QF TEMP: (o5 -4F - STRUCTURAL STEEL n FIELD / SHOP WELDING ri V.T. [-.MATERIAL ID X U.T. Pl P.T. ULTRASONIC EXAMINATION REPORT Material Alloy _C/5 Weld Joint BJP Specification no. AWS D 1.1-96 /NDE -UT 1 Standard no. Calibration Standard WS D 1.1-96 IIW type 1 Table 6 Material Thickness YAR/e5 Weld Process FAh/ Ref. Dwg/detail ns=near side. fs=far side. Tf=tapflange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange IVY 38 oas a. 3 .2 0 2 0 w 2 0 VwV E 70' DUCERANUL DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO J Q U 2 w d 0 2 Z ) O 2 DEPTH FROM SURFACE "A" X W Z w U O W 0 2 U 2 LLI a DISTANCE FROM WELD END -r EFERENCE REFPORT NO. fls46/ Cita 3 C/O ay C/60a Ce006 Ci of C/03." Ultrasonic Test (UT) Equi.ment Make: Kia SN b. Transducer: size SN f6 CONFORMANCE OF WORK QTY Conformin. Welds QTY Nonconformin ' We ds Couptant ASTM Test Method: A587 Frequency: QTY Examined Welds J!/Z To the best of my knowledge, the abo Superintendent/Representative: e WA HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: /f 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 951 72 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (915) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1 501 15th Street NW, #106, Aubum, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsba, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver. WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-55 f 9 • (360) 254-3200 iI<raza_ri 8c... A i... INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/21/2007 PROJECT*: 066-06316 FIELD REPORT NO.: 6. 1 tri CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Cloudy TEMP: 50 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.G A.8 -G.3112-15.9, C -G116-18 Planter walls 13.5/J.12, 13.61(6 , Grade beams 17.61M -N, K.7/17.6-18.8, K.7/18.8 -K/18.82, K.7/18.82 -M/18.3, M/17.6- 19.2, N/17.6-18.4, N/18.4 -M/18.3 Pile caps and grade beams 13/L.7 -15/L,.2.1, L.2.1115 -L.9/14.9, 2118.5-21.3/C.3, pile caps 21/B, 21/D.1 revealed resteel to be complete per plans and specs 3) Sampled concrete and cast 11 sets of (4) 4x8 test cylinders reference report #'s 6316CR052107-1 THRU 6316CR052107-9 and CR#'s 24469, 24470 for test data. Equipment/Asset Number(s): To the gest of my knowledge, the above WAS r4 1 WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. . I(I21Z3IT1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 05-21-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion WELDING INSPECTION REPORT NO.: 6316SS052107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. tISTRUCTURALSTEEL WEATHER: Mostly cloudy Temp: 55 F X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Items) inspected: Visual inspection of pipe pile cut off section splices fit -up and continuous visual inspection of full pen welding Location:Site stock Splices # 60 thru 62 X Welder qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t X SMAW FCAW GMAW SAW Other. X FILLET C.P. P.P. PLUG Other. 3/16" 1/4" 5/16" 3/8" Other X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Performed Ultrasonic examination of full pen splices on site stock splices # 60 thru 62 with no relevant Indications noted reference report # 6316NDE051807 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abovcce WAS NOT performed in accordance with the approved plans, specifications, and regulat Superintendent/Representative: Technician: George Naill 0S104 Welding Inspection Repot.tioc Revision i Effective Daae: 5/25/05 The information provided on this repeat is prepared for the exclusive use of the client. This report may not be reproduced so any format without the written permission of the client aid Kmran & Associates. - I(I'aZ3.I1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-21-07 PROJECT ft. 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE052107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naiil MISC: WEATHER: Mostly Cloudy TEMP: 55 F n STRUCTURAL STEEL OTHER El FIELD/SHOP WELDING 0 V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-11Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW roc Ns=near side_ fs=far side. TF --top p 88anfe. g. to WgJ T 6 Bt=bottom flange. PROCEDURE LEGEND TRANSDUCER ANGLE Y 51) rn ompass directions. S=top Bottom. TBBf=tap DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. .373 b .375 was site stock splices .50D to .50D well Site stock splices .375 to .500 wall site stock spaces KM( 1 Gfid Ln• W w DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) DEPTH FROM SURFACE 'A' STANCE FROM WELD CENTER'X" 1 DISTANCE FROM WELD END *V' Splice #60 1 x 70 1-2 66 Splice # 61 1 x 70 14 fill Splice # 62 1 x 70 1.2 ell _I Ultrasonic Test (111) Equipment Make: USN 58L CONFORMANCE OF WORK SN 013K1L 1 QTY Conforming Welds: 3 EQUIPMENTIASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Wells: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, epecificati Technician: Geor• e N uiremerl 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A. COMM, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suitt 101 Puyallup a. 98371 • (253) 939-2500 1025 Lone Palm Ave., Y8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C. Po +, WA 98370 • (360) 598-2126 545 Parrott Si. San Jose. CA 95112 • (408) 271-2200 19501 144 °Ave NE NF -300, W... vi11e, WA 98072 • (425)485-5519 051051ST meson Rev. 1 Effective 5125/05 1/20105 The information provided oo this report is prepared for the eaclueive use of the cline This report may not be reproduced in any format without the written permission attic client and Kra an & Asaociatea. Krazan &ASS0CIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/22/2007 FIELD REPORT NO.: 6316D'R052207 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy TEMP: 61 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile caps 21.21D.6, 20.61E.1 Grade beams M/16-17.6, N/15.8-17.6 Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR052207-1 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT ❑ performed in accordance with the approved plans, specifications, and reg Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form 1501 r. i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 4Kr I(raZ2uii & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION NDE REPORT NO.: 3 9 8 5 DATE: 07 CONTRACTOR: 474 PROJECT it: _04.6 - O643-6— Da)i PERMIT NO. A//4 PROJECT: W4$Tt/Ei...0 41/41110142FACtf INSPECTOR. M --5oIPA/i7/4/O LOCATION: _ 7-49ND, ;I MISC: KRAZAN PROJECT MANAGER: _1z/ WEATHER: jA/Sjf ' g STRUCTURAL STEEL X FIELD HOP ELDING V.T. TEMP: 163'0!' MATERIAL ID j U.T. M.T P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -1 _ Material Alloy c/S Weld Joint CSP Standard no. AWS D 1.1-96 Table 6 Material Thickness MAY Weld Process FC4ilr Calibration Standard IIW type 1 • SC . Ref. Dwg/detail ns=near side. fs=far side. Tf=tom flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK Make: AKA. SN bL.. Transducer: size SN Couplant sr' QTY Conforming Welds 3? (WY Nonconforming Welds f ' QTY Examined Welds 3e ASTM Test Method: A587 Frequency: 25 MHz To the best of my knowledge, the abov Superintendent/Representative: ATION FACTOR w 0 0 SOUND PATH(ANGULAN DISTANCE) 1- 0 DEPTH FROM SURFACE "A" w w 0 J w LL (w,) U3 0 z w 0 J w 0 CC LL w 2 uJ 0 EFERENCE REFPORT NO. HOURS DESCPT IN OUT ST OT MIL ME WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 2T5 West Dakota Avenue, Clovis, Ca 93612 • {559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • {66T) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, 04 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsba, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. (03rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 an V.Kraz &AsSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND ENSPECTION FIELD REPORT NO.: 6316DFR052307 DATE: 05/2312007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mali KRAZAN PROJECT MANAGER: K.E.G. PERMIT NO: 006-2455 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Partly Cloudy TEMP: 69 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade beams M.3/12.8 -L.7113.1-, L7/13.1 -L.3.1/13, L.3.1/13 -L.6/13.5, L3.1114.6 -K.9115, 15/L2.1 -K, K/15-16, A123-24, 8123-24, escalator pit slab 21/C.3, Pile cap J/24 revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR052307-1 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®/ WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Naill Offices Serving the Western United Stat Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written percussion of the Client and Krazan & Associates. 11( Ts," Can & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Report # Fr 8202 May 24, 2007 Project # 066-06316 Westfield South Center Expansion Permit #D06-245 We visited project site for the structural steel preconstruction conference. The project schedule was discussed. Safety requirements were addressed. Special inspection requirements were discussed with the project team including the owner, contractor, structural engineer and building official representatives. It is our understanding that the following points were agreed upon: • Changes to the permit drawings that involve a change in the structural load path would require a drawing submittal to the City of Tukwila. • Special Inspection requirements are addressed on project drawing ST -1. • The erection contractor will perform multipass welds for ail fillet welds exceeding 5/16" design. • Rod ovens will be used for all low hydrogen filler materials. • High strength bolts will be qualified per AISC criteria for grades and lots. • The structural engineer will provide generic field procedures for welding of bolted connections where hole alignments prevent bolting. These field procedures may only be allowed for simple beam connections. All connections that are marked on the drawings as slip critical that require field corrections shall be submitted to the structural engineer for disposition. • Coping of simple beam connections will be allowed provided the configuration agrees with AISC configurations. • Krazans project manager will be included on the RFI distribution list. • The site special inspector will keep a discrepancy log. • The site special inspector will maintain as -built drawings available to the building inspector showing areas where special inspection is completed. Tom Watson Structural Steel Field Supervisor. Offices Serving The Western United States 922 — Valley Avenue NW • Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 Krazan &ASSOCIATES, I NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/24/2007 FIELD REPORT NO.: 6316DFRO52407 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny TEMP: 71 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade beams and pile caps line 22 -231E -J.8 revealed resteel to be Complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR052407-1 For test data. Epoxy Anchors 1) Performed visual inspection of Epoxy anchors per RFI 672R2 at grids D/9, N.1/6.8, L/11.1 Verified hole prep and cleanout embedment depth of 10 % " anchor size type and length and Use of Hilti RE 500 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications. and regulat Superintendent/Representative: Technician: George Naill nem& Offices Serving the Western United Stat Fonn 1541 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. IV aZarn & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 63/4241/07 PROJECT #: Obb Lv_ PROJECT: CANNON/ WE -STA -IA -J o LOCATION: PDR7 4 Vi 1 O CONTRACTOR: NDE REPORT NO.: 3987 N PERMIT N0: Nle INSPECTOR: /if £OR44YT MISC: KRAZAN PROJECT MANAGER: SHILL WEATHER: j/YJPE TEMP: 29 'F STRUCTURAL STEEL X FIELD SHO' ELDING Pl V.T. Li MATERIAL ID X U.T. LI M.T. ❑ P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -1 Material Alloy X15 Weld Joint CTP Standard no. : WS D -96 Table . Material Thickness ✓,4RV Weld Process gce4W . -- Calibration Standard IIW type elliam ellRef. Dwg/detail ns=near side. fs=far side. Tf=top flame. Bt=bottom flange. Wb=Web. N.S.E.W. ompass directions. t=top. bottom. T & Bt=top and bottom flange DATA DESCRIBED EN AWS 01.1 DISCONTINUITY INFO PC. MK./ Grid Line o O [QUANTITY OF WELDS ACCEPT 1- U M PROCEDURE LEGEND TRANSDUCER ANULE w A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH(ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE "A" DISTANCE FROM WELD CENTER "X" DISTANCE FROM WELD END -r J REFERENCE REFPORT NO. 43/03 3 j 70'' 49 Clvaa + 94371 l M- AVW Bb 4�l9 1 4 Pry 47 f 411 11SQD F we" o? Ultrasonic Test (UT) Equipment .. CONFORMANCE OF WORK HOURS �. SN I' QTY Conforming Welds 2 DESCPT IN OUT ST OT MIL Transducer size SN QTY Nonconforming Welds 0 Couplant Sr* i QTY Examined Welds /1 ASTM Test Method: A587 Frequency: �� I To the best of my knowledge, the aboAS I�WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements- SuperintendentfRepresentative: Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, C4 93308 • (667)633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95172 • (408) 271-2200 123 Commerce Circle, Sacramento. CA 95875 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 7501 15th Street NW, *106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Pou)sbo, WA 98370 13434 N. E. 1 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360)598-2126 • (425)485-5519 • (360) 254-3200 IKi'azari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5/24/07 PROJECT #. 06�`.`,, M� w PROJECT: __kY�sl21i AVE:5'TF/LLD MALL LOCATION: PORTLQJYL'r Die KRAZAN PROJECT MANAGER: 3//N NDE REPORT NO.: 3 9 8 8 CONTRACTOR PERMIT NO: N!-¢ INSPECTOR: Al SoR4A/7//llry MISC: RRTEi PC Mie#132 H3-2 WEATHER: i ft /,OO TEMP: 70A - STRUCTURAL STRUCTURAL STEEL FIELD WELDING LJ V.T. PI MATERIAL ID ▪ U.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D - Tab -UT-1 __— Material Alloy Material Thickness Ref. Dwg/detail Cis Weld Joint Process C.TP Standard no. WS D 1.1-96 /.26-0 Weld -4r.sgive--------- Caiibration Standard _ IIW type 1 DSC ns=near side. fs=tar side. Tf=top flange. Bf=bottorn flange. Wb=Web. W 4 N.S.E.W.=compass iz X PROCEDURE LEGEND Co) f7i -'If b TRANSDUCER ANULE g 1 directions. t=top. bottom. DATA DESCRIBED IN AWS D1.1 T & Bf=top and bottom flange DISCONTINUITY INFO l(9 REFERENCE REFPORT NO. €' i i ! PC. MK.! Grid Line 0 w w 0 3 H. LEG 1 1b B. REFERENCE LEVEL IGIJ C. ATTENUATION FACTOR D. DEFECT RATING__ SOUND PATH(ANGULAN DISTANCE) IO LENGTH c DEPTH FROM SURFACE A" Ziti DISTANCE FROM WELD CENTER "X' j► DISTANCE FROM WELD END "Y" RETECT ! 1 JFCT..2 l X j '1D' / 069 3 3.2.3 • S + / p RI Ultrasonic Test (UT) Equipment Make: X0 SN 67JL CONFORMANCE OF WORK QTY Conforming Welds Transducer: size SN QTY Nonconforming Welds •./ Couplant sr ASTM Test Method: A587 Frequency: .25 MHz OTY Examined Welds .' To the best of my knowledge, the above WAS Superintendent/Representative: 41519111.k - HOURS DESCPT IN OUT ST OT MIL 1 rformed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Pouisbo, WA 98370 73434 N. E. 7 77th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 I(raZar1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: Si:26/Oa1 PROJECT #' D66 �',91�rtt�-- fl V� t 1 PROJECT: ['ANR1W/14/�S7,C/EZ ,4fALL LOCATION: PDYAND, OR, KRAZAN PROJECT MANAGER: S.4111 FIELD REPORT NO: 7 877 0 CONTRACTOR: JURISDICTION: 1/4 PERMIT #: NI,Q INSPECTOR: /YJ S4RA/YTiMO WEATHER: JA/S/P6 TEMP: 74 �F REPYSPgiTED, 01-74SONJC4L1J/, h'E2 ,s L/S7 D JiY KRAZ/4J/, I ' ier 4#395 OF.37,2d//a7 (Pc wea5.3.2) __p_r_ezze.a2leat214e2eARED SATI S, 4C7vQY45 Per? Ah/S Dl. /_ S :8429N REP,,R7 46W89 OP SAI-ja 7 1 Equipment/Asset Number(s): To the best of my knowledge, the abovj' AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technic Serving the Western United States 1501 Field Report.efor Revision I Elective Date: 5/2905 The inf rmtatwn provided on :his report is prep:iced for the exclusive use of the client- This report may not he reproduced in any formal without the written penntsion of the client and Kraean & Associates & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: SXvas142. 1 t PROJECT #: 044 `96,—• kyo ` '0 CONTRACTOR: PERMIT NO- /V/4 NDE REPORT NO.: 3 9 8 9 PROJECT: Esnaze- ,O NB,CL INSPECTOR: A9 SOR__&771YO LOCATION: P F)'(4N4' Q MISC: KRAZAN PROJECT MANAGER: SNN WEATHER: ,y5JDP TEMP:fl� STRUCTURAL STEEL FIELD SHO' WELDING l l V.T. MATERIAL ID U.T. M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT 1 Material Alloy Material Thickness Ref. Dwgldetail -- Weld VARY Weld Joint Process CJp Standard no. , WS 0 1.1-96 Table . Fem v Calibration Standard HW type 1 DSC ____________ ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. a a QUANTITY OF WELDS Wb=Web. ACCEPT REJECT 11:5 - PROCEDURE PROCEDURE LEGEND m • TRANSDUCER ANULE O directions. t=top. bottom. DATA DESCRIBED IN AWS D1.1 T & Bf=top and bottom flange DISCONTINUITY INFO REFERENCE REEPORT NO. PC. MK./ Grid Line LEG A. DEFECT LEVEL 8. REFERENCE LEVEL C. ATTENUATION FACTOR SOUND PATH(ANGULAN DISTANCE) � a w DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER 'X" DISTANCE FROM WELD END "V' 11a44.3 X ... AL I A . W 1 / / '70` • • 70' er ;: 0 .812309 _• / &Z3/3 134 3 Qom___ / / / 70° 68 r� 8530___. 3 Ra 70' 70' 68' rig 9 Ultrasonic Test (UT) Equipment Make: k/ rQ SN SOL QTY Conforming Welds CONFORMANCE OF WORK Transducer: size SN Coupiant ASTM Test Method: A587 Frequency: 2.25 MHz QTY Nonconforming Welds QTY Examined Welds HOURS DESCPT IN OUT ST OT MIL To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • 4231 Foster Ave., Bakersfield, CA 93308 • 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • 545 Parrott St., San Jose, CA 95112 - 123 Commerce Circle, Sacramento, CA 95815 • (559) 348-2200 (661) 633-2200 (209) 572-2200 (408) 271-2200 (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 207)4 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253)939 2500 • (360) 598-2726 • (425) 485-5519 • (360) 254-3200 F1ELD !t(I2LZ2It1&assocIATEs,INC. REPORT NO.: 6316DFRO52907 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/29/2007 CONTRACTOR: Baley Construction PROJECT*: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naillt►�,-r. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 78 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Grade beams and pile caps Grade beams and pile caps J.8/18.82-22 Grade beams N16-19, B/18-19, B/16-17, Escalator pit walls C.3/21, Southwest Loading Dock revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR052907-1 And 6316CR052907-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®/ WAS NOT © performed in accordance with the approved plans, specifications, and Technician: George Nail! Superintendent/Representative: Offices Serving the Western United Stat Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(raZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 1, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mal/ Expansion SEATTLE, WASHINGTON Dear Mr. Burns, RECEIVED COMMUNITY DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jason Johnson — BREAKS ONLY Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Clear Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., inc. Cyl. Code 070463 Pour Date 4/20/2007 Report No. 42007-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 5:15 136 CYLINDER REPORT Other Ticket # 183946 Plant No. 201 _- Mix Slump Temp. % Air (in.) (F) 4-3/4" 62 Site Mix Air Temp. (F) 39 Unit Wt. (pct) Placement Area Location Slab on grade 5-8/K, K -K:515 -6,L -L.515-5.6 Sampled at 26 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1465 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1334 Water lbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070463 4/27/2007 070463 5/18/2007 070463 5/18/2007 070463 070463 070463 070463 070463 Remarks Results Reviewed By 44, Field Cure Codes for Break Types: Design Strength 3,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.55 0.0 28 4x8 12.58 0.0 28 4x8 12.58 0.0 H 4x8 t Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Max. Load 61530 84830 81620 Date Specimens Recd. Comp. Tested Break Str. (psi) Set # By Type 4,900 1 TN NIA 6,740 1 TN N/A 6,490 1 TN N/A 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fain 03101 Effective Date 6(1Z The Infcmsslion provided on uw report Y premed ver be exclusive use of the obit. This report mry not be reproduced ti pry km,M *thou the medic p.mo.ebn of the dent and Krum t e,..oth Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070464 Pour Date 4/20/2007 Report No. 42007-2 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:45 88 183951 5-1/4" 62 39 Placement Area Location Slab on grade 5-8/K, K -K.5/5 -6,L -L.5/5-5.6 Sampled at 80 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. ms. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1465 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand lbs. 1333 1335 Water lbs. 275 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070464 4/27/2007 7 4x8 12.55 0.0 53810 4,290 2 TN N/A 070464 5/18/2007 28 4x8 12.58 0.0 77500 6,160 2 TN WA 070464 5/18/2007 28 4x8 12.58 0.0 71540 5,690 2 TN N/A 070464 H 4x8 2 070464 070464 070464 070464 Remarks Results Reviewed ByKc6- Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0.3101 Armon 3 Effective Dote Sri 2/00 The alternation ptosed on this report Y prepared for the ocdtarive oee of Me clot Mr nowt ivory not ben roduc d h my hood without the wren prmBeion of tfr cling find Knzan & Aeswi Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070466 Pour Date 4/20/2007 Report No. 42007-3 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 6:10 20 119015 5-1/4" 63 38 Placement Area Location Slab on grade 5-81K, K -K.515 -6,L -L.5/5-5.6 Sampled at 122 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 481 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 262 Air Ent. (oz) Other (az) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 58000 4,620 3 TN N/A 28 4x8 12.58 0.0 69610 5,530 3 TN N/A 28 4x8 12.58 0.0 77340 8,150 3 TN NIA H 4x8 3 070466 4/27/2007 070466 5/18/2007 070466 5/18/2007 070466 070466 070466 070466 070466 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 81 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Forma:not R.,IWen E"edir. Date 6!32./Or Th. Hanntan pwvid.d on dor report k prepared for the exclusive we of the dirt. T!d report mer nor be reproduced i, .iy Jo,ma without the wtRat pemwNelnn of nwe client and Krazen i aawdw Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070462 Pour Date 4/20/2007 Report No. 42007-4 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:45 21 119019 5" 62 39 Placement Area Location Slab on grade 5-8/K, K -K.5/5 -6,L -L.5/5-5.6 Sampled at 165 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 1 5COVW Cern. lbs. 520 528 F. Ash lbs. C. agg. lbs. 1 1455 1452 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070462 4/27/2007 7 4x8 12.55 0.0 55850 4,450 4 TN NIA 070462 5/18/2007 28 4x8 12.58 0.0 79110 6,290 4 TN N/A 070462 5/18/2007 28 4x8 12.58 0.0 77160 6,130 4 TN N/A 070462 H 4x8 4 Design Strength 3,000 @ 28 days Date Specimens Rec'd. 070462 070462 070462 070462 Remarks Results Reviewed By (�• Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fain 00101 Revision 3 Eesdl,. D. MVO/ The trdnrmedon wed on this roped k prepared i.r the exclusive we of the daft This report may rel be reproduced in ow formal wtlerR the written permission of 'beefed and Kaman & Assam • Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070461 Pour Date 4/20/2007 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 42007-5 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:05 134 119022 5" 63 38 Placement Area Location Slab on grade 5-8/K, K -K.5/5 -6,L -L.5/5-5.6 Sampled at 215 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. ibs. 520 528 F. Ash lbs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 489 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070461 4/27/2007 7 4x8 12.55 0.0 63560 5,060 5 TN N/A 070461 5/18/2007 28 4x8 12.58 0.0 87700 6,970 5 TN N/A 070461 5/1812007 28 4x8 12.58 0.0 87380 6,950 5 TN N/A 070461 H 4x8 070461 070461 070461 070461 Remarks Results Reviewed By (.1(r • Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 5 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Perm 03101 Medico 3 Effective Dale 5112/01 The Ydo11na0on padded en this report is prepared for the exclusive use dine dent. This report mry mol M reproduced in any format minim' to %ellen permission of to client and Kraar & Assock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070467 Pour Date 4/20/2007 Report No. 42007-6 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 7:23 20 CYLINDER REPORT Ticket # 119025 Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 62 39 Unit Wt. (pcf) Placement Area Location Slab on grade 5-8/K, K -K.5/5 -6,L -L.5/5-5.6 Sampled at 258 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Naill Reported Batch Data Design Weights Actual Weights Mix No. 15COVW 15COVW Cern. lbs. 520 521 F. Ash Ibs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 481 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C23i Laboratory Data Cyl. Test Code Date 070467 4/27/2007 070467 5/18/2007 070467 5/18/2007 070467 070467 070467 070467 070467 Remarks Results Reviewed By Ka Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 60220 4,800 6 TN N/A 28 4x8 12.58 0.0 85760 6,820 6 TN N/A 28 4x8 12.58 0.0 80430 6,390 6 TN N/A H 4x8 6 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fonn 03}01 RMeion 3 effaces* Ods 3l12l0+ The Ydonnalon ptovWsd on Its report 1s mowed for the exclusive use of the silent, Thio report army not be reproduced In any formal without to 'mitten permission of the dived we) Mem & Aswei Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070468 Pour Date 4/20/2007 Report No. 42007-7 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix ---- Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 7:34 136 119026 5-1/4" 63 40 Placement Area Location Slab on grade 5-81K, K -K5/5 -6,L -L.5/5-5.6 Sampled at 273 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 521 F. Ash ibs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 481 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job_igals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070468 4/27/2007 7 4x8 12.55 0.0 69990 4,780 7 TN N/A 070468 5/18/2007 28 4x8 12.58 0.0 80200 6,380 7 TN N/A 070468 5/1812007 28 4x8 12.58 0.0 80010 6,360 7 TN N/A 070468 H 4x8 7 070468 070468 070468 070468 Remarks Results Reviewed By /44, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Rem 09101 nyder* Met 511201 The edoon.d.n provided an t ie wort 1 F PreS ler 01e e1tluNe u.e of the diet this report may not be reproduced to any format el0+ou the vnft in Permission of the oiled and Knurl & A.wdi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070460 Pour Date 4/20/2007 Report No. 42007-8 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 8:05 21 119029 5-1/4" 62 46 Placement Area Location Slab on grade 5-8/K, K -K.5/5 -6,L -L.5/5-5.6 Sampled at 305 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1452 C. agg. lbs. 2 485 489 C. agg. lbs. 3 Sand lbs. 1333 1342 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070460 4/27/2007 7 4x8 12.55 0.0 52680 4,200 8 TN N/A 070460 5/18/2007 28 4x8 12.58 0.0 67430 5,360 8 TN NIA 070460 5/18/2007 28 4x8 12.58 0.0 73340 5,830 8 TN N/A 070460 H 4x8 8 070460 070460 070460 070460 Remarks Results Reviewed By a:6, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Reolsion 3 Elective Ws 6112101 The Yatxrnetion provided on this neat is prepared for Or exclusive lies of the dlu,t This report may not b• reproduced fi any Wrist without the widen permission of the dent and Krezen 6 Assoc* Krazan & Associates, Inc. 1501 - 95th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070465 Pour Date 4/20/2007 Report No. 42007-9 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:40 71 119032 4-1/2" 63 51 Placement Area Location Elevator pit slab 13/C.3 Pile Caps 17.6/J, 18.8H Sampled at 7 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR042007 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. tbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 268 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070465 4/27/2007 7 4x8 12.55 0.0 60280 4,800 9 TN N/A 070465 5/18/2007 28 4x8 12.58 0.0 75330 5,990 9 TN NIA 070465 5/18/2007 28 4x8 12.58 0.0 79560 6,320 9 TN N/A 070465 H 4x8 9 070465 070465 070465 070465 Remarks Results Reviewed By V G Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 08101 Revision 8 Wed** date 0!12104 The Hommlbn prom an this report Y prepped for On exclusive AIM of to art. This report may not be reproduced iR arty formal without the rattan permission of the alit end Moan & Assoc* Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070512 Pour Date 4/24/2007 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 42407-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 13:11 92 184162 5-1/4" 65 52 Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 25 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs.1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 243 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070512 5/1/2007 7 4x8 12.57 0.0 54170 4,309 1 JP N/A 070512 5/22/2007 28 4x8 12.60 0.0 80950 6,420 1 TN N/A 070512 5/22/2007 28 4x8 12.60 0.0 79480 6,310 1 TN NIA 070512 H 4x8 1 070512 070512 070512 070512 Remarks Results Reviewed By K.C(:' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C760 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fain 00101 Aw4lun 3 Effective Dee 6111101 The inlonnotion prwidsd on this wed i prepared b Or esd,rNe us* albs Plait This »port my nal ! s rsproArced h any format „1Wa/ dfa mitten peroneals, of On okra and Krazan a MfotL Test Results 1 X Conforming Non -Conforming Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070511 Pour Date 4/24/2007 Report No. 42407-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 13:30 88 184166 5" 64 52 Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 55 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 Inspector G. Naill 41411411 Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 564 F. Ash Ibs. C. agg. Ibs.1 1860 1868 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1420 1419 Water Ibs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C13B x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070511 5/1/2007 7 4x8 12.57 0.0 45298 3,600 2 JP N/A 070511 5/22/2007 28 4x8 12.60 0.0 86190 6,840 2 TN N/A 070511 5/22/2007 28 4x8 12.60 0.0 85990 6,780 2 TN N/A 070511 H 4x8 2 070511 070511 070511 070511 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fw,n 0310} Revision 3 Eff da.. or. 5112/ 01 Tbe ryormotlon pcovlded on this report 4 mewed Tor ths acdu,Ne use of Na den} Ns mon} my net hre reproduced in wry format without the metal p,4t * ion e11M dark and Kazan & Resod ' Project No. 066-06316 Cyl. Code 070513 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mail Expansion Location Seattle, WA Client Westfield Corp., Inc. 4/24/2007 Report No. 42407-3 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 14:24 001 CYLINDER REPORT Plant No. 203 Ticket # % Air 119074 Slump (in.) 5K Mix Temp. (F) 65 Site Mix Air Temp. (F) 53 Unit wt. (pcf) Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 112 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job !gals.) Actual Weights 01600 0 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 070513 5/1/2007 070513 5/22/2007 070513 5/22/2007 070513 070513 070513 070513 070513 Remarks Results Reviewed By 44; Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.57 12.60 12.60 C.F. 0.0 0.0 0.0 Max. Load 49930 78670 79210 Comp. Str. (psi) 3,970 6,240 6,290 Date Reviewed Date Specimens Rec'd. Tested Break Set # By Type 3 JP N/A 3 TN N/A 3 TN N/A 3 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Hwilon a ElfedlysOate 712101 7h. Yleml.lbn proWet.d on ttfa report le prepared for the exclusive uee of the dent. The newt may net b. reproduced In any Nmmi without the mitten permission or the dell and Krezen d Assad Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070548 Pour Date 4/26/2007 Report No. 42607-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:35 135 Ticket # 184377 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 4-3/4" 67 Site Mix Air Temp. (F) 61 Unit Wt. (pct) Placement Area Location Pile caps and grade beams 12.8/B -C.3, C & C.3112.8-14, D113, B114 elevator pit walls 13.1/C -C.3, Grade beams 16/ E.7 -G.5, G.5/16-18.82/F.5,17.6/H-E.2,D.6/18-19 Piles 337,338 Remarks Placed by boom pump mechanically consolidated by H/F vibrator. Sampled at 15 cyds. Please refer to Field Report No.6316DFR042607-1 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 565 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070548 5/3/2007 070548 5/24/2007 070548 5/24/2007 070548 070548 070548 070548 070548 Remarks Results Reviewed By Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.57 12.56 12.56 C.F. 0.0 0.0 0.0 Max. Load 66741 82950 84690 Comp. Str. (psi) 5,310 6,600 6,740 Date Reviewed Date Specimens Recd. 4/28/2007 Tested Break Set # 1 1 1 1 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% By SW TN TN Fano 09101 11n41on 3 E l.ci,. Dot. 5112I04 Th. ldamdbn VmvId.d on this neat it pe.p*.d lar the exdualy. we of the, clod. TI* ,.port may out be reproduced in rot fanny without 01w, within pami.alon d tho dad and Kazoo 6 Assad Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070549 Pour Date 4/26/2007 Report No. 42607-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 14:00 86 184314 4-1/2" 65 61 Placement Area Location Pile caps and grade beams 12.8/B -C.3, C & C.3/12.8-14, D/13, B/14 elevator pit walls 13.1/C -C.3, Grade beams 16/ E.7 -G.5, G.5/16-18.82/F.5,17.6/H-E.2,D.6/18-19 Piles 337,338 Remarks Placed by boom pump mechanically consolidated by H/F vibrator. Sampled at 55 cyds. Please refer to Field Report No.6316DFR042607-1 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1884 C. agg. tbs. 2 C. agg. tbs. 3 Sand lbs. 1420 1422 Water lbs. 279 244 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/28/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 45795 3,640 2 SW N/A 28 4x8 12.56 0.0 81460 6,490 2 TN N/A 28 4x8 12.56 0.0 80360 6,400 2 TN N/A H 4x8 2 070549 5/3/2007 070549 5/24/2007 070549 5/24/2007 070549 070549 070549 070549 070549 Remarks Results Reviewed By K Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 1 Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Rawion 3 [Eeda Date 5l4N[ The Inlormrton provided on the report is papsad fix ow weeny We of the oleo!._ This ,art may not be iapodwod h any lomat *ghoul Ms melon permission ar the dent and Krazan & Aasod Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Cyl. Code 070550 Pour Date 4/26/2007 Report No. 42607-3 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Stoneway Plant No. 14 Site Mix Time Truck# Ticket # 15:20 449 800134 Mix Air Slump Temp. Temp. % Air (In.) (F) (F) 4-1/2" 64 62 Unit Wt. (pcf) Placement Area Location Piles 512,513,514,515,546,571,574,575,576,577,610,611, 612,630,631,632 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042607 Inspector G. Naill Reported Batch Data Design Weights Mix No. 448174 Cern. lbs. 450 F. Ash lbs. 80 C. agg. lbs. 1 1943 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other(oz) 10.6 Other (oz) 21.2 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 448174 451 81 1956 1428 1411 230 212 10.6 21.2 15 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Field Date Cure 070550 5/3/2007 070550 5/24/2007 070550 5/24/2007 070550 070550 070550 070550 070550 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Date Specimens Recd. 4/28/2007 Max. Age Dim. Area C.F. Load 7 4x8 12.57 0.0 57621 28 4x8 12.56 0.0 86770 28 4x8 12.56 0.0 86866 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Comp. Str. (psi) Set # 4,580 6,900 6,920 Date Reviewed 3 3 3 3 Tested By SW TN TN Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fern 03101 Wake 3 Mare O. 0M2I01 Th. Nommtbe provided on tie report N pa.pr.d to p.. rardoside u o of tty silent This Forma may not be reproduced in anytime! sellout the when permission of Or dery and Krazan a Assod • Project No. 066-06316 Cyl. Code 070551 Pour Date 4/26/2007 Report No. 42607-4 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway L. CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 17:15 442 800188 5-1/4" 64 60 Placement Area Location Piles 512,513,514,515,546,571,574,575,576,577,610,611, 612,630,631,632 Sampled at 57 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 455 F. Ash lbs. 80 78 C. agg. lbs. 1 1943 1956 C. agg. lbs. 2 C. agg. lbs. 3 Sand tbs. 1428 1411 Water lbs. 230 215 Air Ent. (oz) Other(oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gais.t 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/28/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 44532 3,540 4 SW N/A 28 4x8 12.56 0.0 74860 5,960 4 TN N/A 28 4x8 12.56 0.0 74030 5,890 4 TN N/A H 4x8 4 070551 5/3/2007 070551 5/24/2007 070551 5/24/2007 070551 070551 070551 070551 070551 Remarks Results Reviewed By ;tic Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision a E V.awe Dal. ail Zits T1'e information prodded or this report Is RePm•d for W. exclusive use at the client This report may not b. eepeoduoed In any Sonnet without the mitten pannlesron of the Mnl and Nrezan 6 Hsock tcrazan a Associates, Inc. 1DU1 - iotn btreet NW tiuite lUb, Auburn, WA >ItSUUZ, tzb:1] 11351-LSUU Project No. 066-06316 Cyl. Code 070575 Pour Date 4/28/2007 Report No. 42807-1 Weather MOStiy Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:35 455 800706 5-3/4" 67 53 Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,638B, 639,644,548,649 Sampled at 15 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cem.lbs. 450 448 F. Ash lbs. 80 81 C. agg. lbs. 1 1943 1938 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1433 Water lbs. 230 210 Air Ent. (oz) Other(oz) 1 0.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 27 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/1/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070575 5/5/2007 7 4x8 12.54 0.0 68080 5,430 1 SW NIA 070575 5/26/2007 28 4x8 12.64 0.0 78540 6,215 1 RH N/A 070575 5/26/2007 28 4x8 12.62 0.0 78540 6,215 1 RH N/A 070575 H 4x8 070575 070575 070575 070575 Remarks Results Reviewed By leo. Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% From 03101 RerYfon 3 Motive Db 5/120/ 7M {Mmmonon Pam an the wort Y prepared for tM eroWeM smo of !No ello t. Thk Hoot mey not bo reproduced fn ary formrt,trout the wage paniofn of the Mart and Kramn & Aseock Krazan $ Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070576 Pour Date Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 4/28/2007 Report No. 42807-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Time Truck# 8:46 406 Ticket # 800714 Mix Slump Temp. % Air (in.) (F) 5-1/2" 65 Site Mix Air Temp. (F) 57 Unit wt. (pcf) Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,638B, 639,644,548,649 Sampled at 55 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 448174 Cern. lbs. 450 F. Ash lbs. 80 C. agg. Ibs. 1 1943 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1448 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 23 Actual Weights 448174 448 81 1937 10.5 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure Design Strength 4,000 @ 28 days Date Specimens Recd. 5/1/2007 Age Dim. Area C.F. 070576 5/5/2007 7 4x8 12.54 0.0 070576 5/26/2007 28 4x8 12.62 0.0 070576 5/26/2007 28 4x8 12.63 0.0 070576 H 4x8 070576 070576 070576 070576 Remarks Results Reviewed By 44 - Codes for Break Types: Measurement Uncertainties: 1: Cone 2: Cone & Split ASTM C-39 +1- 8% Max. Comp. Load Str. (psi) 59780 4,770 75160 5,960 80670 6,390 Date Reviewed Set # 2 2 2 2 Tested By SW RH RH 3: Cone & Shear 4: Shear Fawn 03101 Revision 3 e 3. rs ow esrlaa 7M eilrmalion padded on Oda report 4 smeared for Mo seckei a urea of the dent This regal may not bs repiodxsed in amp Iomd without the wren permission oleo dent and Knurl & Meant Break Type N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070577 Pour Date 4/28/2007 Report No. 42807-3 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction .Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pci) 10:50 457 800722 5" 66 57 Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,638B, 639,644,548,649 Sampled at 110 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. NaiII allendle Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cem.lbs. 450 450 F. Ash lbs. 80 80 C. agg. lbs. 1 1943 1937 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1435 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 23 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/1/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070577 5/5/2007 7 4x8 12.54 0.0 61457 4,900 3 SW N/A 070577 5/26/2007 28 4x8 12.63 0.0 79800 6,320 3 RH N/A 070577 5/26/2007 28 4x8 12.63 0.0 82070 6,500 3 RH N/A 070577 H 4x8 3 070577 070577 070577 070577 Remarks Results Reviewed By fl. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 Rwt.ba 3 Endive nab tlltZnr The Mormrelion provld.d on pde report la prepared for the reclusive use of the dart The neon they not be reproduced ki any formal without the written pend eioa of the agent and Krazen 6 Aseoas . Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070567 Pour Date 4/30/2007 Report No. 43007-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:03 92 119143 5" 68 60 Placement Area Location Pile caps and grade beamd 14/J -J.10 and BM4, J.10/14.3-15 Sampled at 6 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR043007 Inspector G. Naiil Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1416 Air Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/1/2007 Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070567 5/7/2007 7 4x8 12.54 0.0 58360 4,650 1 TN NIA 070567 5/28/2007 28 4x8 12.58 0.0 83210 6,610 1 TN N/A 070567 5/28/2007 28 4x8 12.58 0.0 82680 6,570 1 TN N/A 070567 H 4x8 1 070567 070567 070567 070567 Remarks Results Reviewed By 44, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fon, 03101 Revision 3 Effecter. DW s412V4 The Irkrmabon pm,d on INe repat a prepared for the *adorns we of the client The repot may not be ppeadueed in tiny bin alhoif the a,*en permkesion of the oind and Kratan a Aseech Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyt. Code 070586 Pour Date 5/1/2007 Report No. 50107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:05 98 184545 5" 70 60 Placement Area Location Pile caps and grade beams 15/C -D, pile caps 15/E, 15/F, 151G.10 amd 14/G.13 Sampled at 6 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFRO50107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Com. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1416 Air Ent. (oz) 279 259 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/2/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070586 5/8/2007 7 4x8 12.56 0.0 49674 3,950 1 BH N/A 070586 5/29/2007 28 4x8 12.58 0.0 77547 6,160 1 JS NIA 070586 5/29/2007 28 4x8 12.58 0.0 76733 6,100 1 JS NIA 070586 H 4x8 1 070586 070586 070586 070586 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) form 03101 RwYfon 3 MOM* Dar 3/17/0* Tim Iriormadon Palled on the rspmt is prepared kr the palm,, nM of tip dirmt. ills mpg' mey not be retweduwd h ami k,mM wftMW 010 -uMe.4 pem1l n Mthe &Beti ell Krazs, & Aao.d; , Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 070841 Pour Date 5/21/2007 Report No. 24469 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 1:15 074 185781 5-1/4" 66 60 Placement Area Location Grade beams M/16-17,6, N/15.8 to 17.6, L18/14.9 to M3/ 16 Remarks Placed via pump, vibrator used as consolidation method Please refer to Field Report No. Inspector M. Lopez Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070841 5/28/2007 7 4x8 12.58 0.0 63310 5,030 TN NIA 070841 6/11/2007 28 4x8 070841 6/11/2007 28 4x8 070841 H 4x8 070841 070841 070841 070841 Remarks Results Reviewed By rEhr Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pana 03101 Revision 3 Effective DMM 6r1200W The NM7+mellon pror'ebd on Zile report is prepared for the exclusive uee of the oiler& This report mey not be reproduced !re any Wrist *Mout 0* Mfklen pwnMrdon of Medea end Krum & Aewok Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070728 Pour Date 5/10/2007 Report No. 51007-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:10 65 119343 5-1/2" 69 66 Placement Area Location Pile cap and grade beams N21 -23,22,23/A -C.6, pile caps 21/E.11,21/G,20/H, grade beams K/16 -17.6,K.7116.4-17.6 Sampled at 152 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Naiil s® Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/12/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070728 5/17/2007 7 4x8 12.56 0.0 50320 4,010 4 TN N/A 070728 6/7/2007 28 4x8 4 070728 6/7/2007 28 4x8 4 070728 H 4x8 4 070728 070728 070728 070728 Remarks Results Reviewed By q�,, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fane 03101 HwvUion 3 EdteaMw Ode 3172/0e The Ydcnmtion provide/ on Vito neat Is peered kw are eedushr um of an deed. Tte report met not be reproduced In any format without the %wren perntmion of the dent and Know & Mood Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070725 Pour Date 5/10/2007 Report No. 51007-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:15 41 119328 5" 68 65 Placement Area Location Pile cap and grade beams A/21 -23,22,231A -C.6, pile caps 21/E.11,211G,201H, grade beams K/16 -17.6,x.7116.4-17.6 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. Ibs. 1 1860 1854 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1419 Water Ibs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070725 5/17/2007 7 4x8 12.56 0.0 55740 4,440 1 TN N/A 070725 6/7/2007 28 4x8 1 070725 6/7/2007 28 4x8 1 070725 H 4x8 1 070725 070725 070725 070725 Remarks Results Reviewed By yez Date Reviewed Laboratory Test Methods x ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pam 03101 Revision 3 EO.arv. Date 5/12104 The kdonneden provided en Vie report is prepared for the sedusive use dine uMsa. The report may not b. reproduced In any forest *Mott dm mitten permission d Itis dent end W.zan a Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070726 Pour Date 5/10/2007 Report No. 51007-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Alr Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:38 65 119331 5-1/2" 69 65 Placement Area Location Pile cap and grade beams N21 -23,22,231A -C.6, pile caps 211E.11,211G,201H, grade beams K116 -17.6,K.7116.4-17.6 Sampled at 58 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1413 Water Ibs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/12/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070726 5/17/2007 7 4x8 12.56 0.0 53330 4,250 2 TN N/A 070726 6/7/2007 28 4x8 2 070726 6/7/2007 28 4x8 2 070726 H 4x8 2 070726 070726 070726 070726 Remarks Results Reviewed By VJ J ' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% refril 03101 Revision 3 Effacer. Ode VIVO/ The Menndlon prokled on this report Y tamed kr n..aauuve use of this client ThS repOrt may not be reproduced In any lomrel without the seinen permission of the client and Vann 4 Mimi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070727 Pour Date 5/10/2007 Report No. 51007-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 96 119340 5" 68 67 Placement Area Location Pile cap and grade beams A/21 -23,22,231A -C.6, pile caps 21/E.11,211G,201H, grade beams K/16 -17.6,K.7/16.4-17.6 Sampled at 125 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR051007 Inspector G. Nail! Reported Batch Data Design Actual Weights weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (04 Other (oz) Other KO Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/12/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070727 5/17/2007 7 4x8 12.56 0.0 55000 4,380 3 TN N/A 070727 6/7/2007 28 4x8 3 070727 6/7/2007 28 4x8 3 070727 H 4x8 3 070727 070727 070727 070727 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Favre 13301 p.vYbn3 Moak* Oats 5152/01 The h*nndlan mind on tee report Y prepared for the inclusive use fifths alert Ni report may not be reproduced harry blind without the melon permission of the dant and Krezan d Moods Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070756 Pour Date 5/11/2007 Report No. 51107-1 Weather Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air knit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:33 78 185211 5" 72 54 Placement Area Location Pile caps K.7/18.8,M/18.3,N/18.4,N/17.6, grade beams N/15.8 to M.4/15.6,M.4/15.6 to M/16,M/16 to U15.6,M/16 to K.7/16.4 to K116,K.9/15 to K.7-16.4 and escalator pit walls 14.5/J.9.5 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051107-1 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash Ibs. C. agg. ms. 1 1860 1858 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water Ibs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Rec'd. 5/15/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070756 5/18/2007 7 4x8 12.58 0.0 53920 4,290 1 TN NIA 070756 6/8/2007 28 4x8 1 070756 6/8/2007 28 4x8 1 070756 H 4x8 1 070756 070756 070756 070756 Remarks Results Reviewed By 4' fsw' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 11a'.Ielen Medea Dab 5112/01 The Ydanrrlon probed on Ws teat N pespered Ir IM indus{va WO of ON dont. This Mort may nal be reproduced In any tomo 4Rhout 1M when pamMenon o! are dud and Kaman & Asia% Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070767 Pour Date 5/14/2007 Report No. 51407-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Ghent Westfield Corp., inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 136 119400 5-112" 67 68 Placement Area Location Pile cap and grade beams 17/A -B, 18/A -B, B/17-18, pile caps D124, D.7.5/24, F.2/24, G/24, H/24 Sampled at 15 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs.1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 265 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (az) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/15/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070767 5/21/2007 7 4x8 12.57 0.0 58322 3,240 1 JS NIA 070767 6/11/2007 28 4x8 1 070767 6/11/2007 28 4x8 1 070767 H 4x8 1 070767 070767 070767 070767 Remarks Results Reviewed By 14,4Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Far 03101 Revision 3 Mottos Dae Ol12101 The Yibnnallon provided wt MIS report la prepared far the e%dJiivs tae 011 !hs dere. Thk nowt may net tN raproducid in any fannal ldlhoul On +Men permiselon of On dent and Kneen : Mark Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070768 Pour Date 5/14/2007 Report No. 51407-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 14:45 48 119412 4-3/4" 68 68 Placement Area Location Pile cap and grade beams 17/A -B, 18/A -B, 8117-18, pile caps D/24, D.7.5/24, F.2/24, G/24, H/24 Sampled at 55 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash Ibs. C. agg. Ibs.1 1860 1851 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1415 Water Ibs. 279 264 Air Ent. (oz) Other (az) Other(oz) Other (oz) Other (az) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 2B days Date Specimens Rec'd. 5/15/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070768 5/21/2007 7 4x8 12.57 0.0 51274 4,080 1 JS N/A 070768 6/11/2007 28 4x8 1 070768 6/11/2007 28 4x8 1 070768 H 4x8 1 070768 070768 070768 070768 Remarks Results Reviewed By Kit. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 Revision Effective or. sr1204 The Information P«d on ON meat k pnlQnsa fx the exclusive use ofd . dent. This report may not be repoducsd in we lona wOhad the *Ron psrmtwnn &the awe and wean & Maces Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070778 Pour Date 5/15/2007 Report No. 51507-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 88 185415 5" 78 80 Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 21/H, 211J, 25/D.3, 25/D.7, 25/F, 25/G,25/H,25/J Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051507 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash tbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070778 5/22/2007 7 4x8 12.60 0.0 53500 4,250 1 TN N/A 070778 6/12/2007 28 4x8 1 070778 6/12/2007 28 4x8 1 070778 H 4x8 1 070778 070778 070778 070778 Remarks Results Reviewed By ck. Date Reviewed Codes for Break Types: '1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Pam 03101 Raviabn Efl.d w Osla 11/12rOs The inlometion provided on this report i prepared for to aactmutw w dtha awl. This report may ma W reproduced In any formal without time written permission of the cent and amen a Amore Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070778 Pour Date 5/15/2007 Report No. 51507-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:38 86 185419 5" 79 81 Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 211H, 21/J, 251D.3, 25/D.7, 25/F, 25/G,25/H,25/J Sampled at 56 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 568 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1409 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 28 days Date Specimens Recd. 5/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070778 5/22/2007 7 4x8 12.60 0.0 52450 4,160 2 TN N/A 070778 6/1212007 28 4x8 2 070778 6/12/2007 28 4x8 2 070778 H 4x8 2 070778 070778 070778 070778 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foran 031 0, RW11110113 Effect.* O. 6r17R1 The irtorndbo provided on this report t. prepared tar the exclusive use of the died. This r.pod may not b. reproduced in ere tome wiho,s i» written pectesiion oldie client and Kwan & Assoc/ Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070779 Pour Date 5/15/2007 Report No. 51507-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 14:30 76 119444 4-3/4" 78 83 Placement Area Location Pile cap and grade beams 22 -23/C.6 -E.12. Pile caps 21/H, 21/J, 25/D.3, 25/D.7, 251F, 25/G,25/H,25/J Sampled at 101 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO51507 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/16/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dint. Area C.F. Load Str. (psi) Set # By Type 070779 5/22/2007 7 4x8 12.60 0.0 53160 4,220 3 TN N/A 070779 6/12/2007 28 4x8 3 070779 6/12/2007 28 4x8 3 070779 H 4x8 3 070779 070779 070779 070779 Remarks Results Reviewed By 04. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% F01tn 06101 Rev'elon 3 E9,d ve Ode Ert?Pod The Irl onmEbn provided an tt Wad Is prepared for the exclusive use of the Clint this re{wtt may not be reproduced In any tgmet %About Ms metre permission a(the cleft r,d Kasen & Assoce Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070785 Pour Date 5/16/2007 Report No. 51607-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., inc. Contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 8:03 426 CYLINDER REPORT Ticket # 808194 Plant No. 14 Slump % Air (in.) 5" Mix Temp. (9 73 Site Mix Air Temp. (F) 52 Unit Wt. (Par) Placement Area Location Piles # 501,503,528,529,530,531,532,533,590,591,592 593, 594, 595,596 Sampled at 5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 451 F. Ash lbs. 80 79 C. agg. Ibs.1 1943 1942 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1419 Water lbs. 230 215 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Code Test Date 070785 5/23/2007 070785 6/13/2007 070785 6/13/2007 070785 070785 070785 070785 070785 Remarks Results Reviewed By mac• Field Cure Age 7 28 28 H Codes for Break Types: 1: Design Strength 4,000 @ 28 days Date Specimens Rec'd, 5/17/2007 Dim. Area C.F. 4x8 12.55 0.0 4x8 4x8 4x8 Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Comp. Tested Break Load Str. (psi) Set # By Type 40110 3,200 1 TN N/A 1 1 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 IVddon 5 Effective D. 3M2/Or The elimination provided orr hi report le Prepared for the eadwlo use of the dent. This report may not be reproduced in nay lmW *ghoul the rotten pernlasion of the dented Krazan 8 Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 1Ub, Auburn, WA 90002, (1b3) 939-150U Project No. 066-06316 Cyl. Code 070786 Pour Date 5/16/2007 Report No. 51607-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 11:18 426 808433 5-1/2" 72 59 Placement Area Location Piles # 501,503,528,529,530,531,532,533,590,591,592 593, 594, 595,596 Sampled at 54 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051607 Inspector G. Nail! ANTE Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 450 F. Ash lbs. 80 82 c. agg. lbs. 1 1943 1946 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1418 Water lbs. 230 215 Air Ent. (oz) Other(oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job j$als:1 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 5/17/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070786 5/23/2007 7 4x8 12.55 0.0 33940 2,700 2 TN NIA 070786 6/13/2007 28 4x8 2 070786 6/13/2007 28 4x8 2 070786 H 4x8 2 070786 070786 070786 070786 Remarks Results Reviewed Bya:4, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 n.Nafon a Mobs GMM 3r1291 111e Wornedbn provided on OiY report Is prepared for Ora exoluehe ora dew rlaot. Tide report may not be reproduced In wry format Wand the written permieekn of be alert and Kazan E Assoc Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyi. Code 070783 Pour Date 5/16/2007 Report No. 51607-3 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 76 185544 5-1/4" 61 63 Placement Area Location Pile cap and grade beam 17.6/M -K.7. Pile caps 2518, 25/C.3 and planter slab on grade 13.51J.12, 13.61K.6 Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051607 Inspector S. Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. lbs. 564 560 F. Ash lbs. C. agg. Ibs.1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 269 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/17/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070783 5/23/2007 7 4x8 12.55 0.0 58400 4,650 3 TN N/A 070783 6/13/2007 28 4x8 3 070783 6/13/2007 28 4x8 3 070783 H 4x8 3 070783 070783 070783 070783 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Rolm 03161 Revision 3 ERadw Para 5/1Vhe The information provided en Ns report * paprad for the exclusive use of IM clad. This report may nol be reproduced in any lormat *11twt the wether permeation of the dart and Krazan & MoucL 1Srazan #4 Associates, inc. 15u1 - ibtn street Nw suite jus, Auburn, WA tniuuz, tzo3) lISazbuu Project No. 066-06316 Cyl. Code 070811 Pour Date 5/17/2007 Report No. 51707-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (In.) (F) (F) (pcf) 14:10 91 121444 4-1/2" 67 67 Placement Area Location Pile cap and grade beams N24-25, 24/A -C Sampled at 7 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051707 Inspector S. Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash Ibs. C. agg. Ibs. 1 1860 1858 C. egg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1405 Water lbs. 279 266 Air Ent. (oz) Other (01) Other (oz) Other (oz) Other (oz) Water Added on Job (gals) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 28 days Date Specimens Recd. 5/22/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070811 5/24/2007 7 4x8 12.56 0.0 45180 3,600 1 TN N/A 070811 6/7/2007 28 4x8 1 070811 6/7/2007 28 4x8 1 070811 H 4x8 1 070811 070811 070811 070811 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fern 48101 Revision 3 Effective Dote 5112/01 The information provided an this report M pro{wed for he exclusive use of he dent. This roped may not be reproduced h any Nand without ars wiles permission of the diem .d Krazan & Amore Krazan 8, Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070812 Pour Date 5/17/2007 Report No. 51707-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:50 91 119488 4-1/2" 68 67 Placement Area Location Pile cap and grade beams A/24-25, 241A -C Sampled at 70 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR051707 Inspector S. Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 562 F. Ash lbs. C. agg. Ibs.1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1426 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/22/2007 Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070812 5/24/2007 7 4x8 12.56 0.0 43480 3,460 2 TN N/A 070812 6/7/2007 28 4x8 2 070812 6/7/2007 28 4x8 2 070812 H 4x8 2 070812 070812 070812 070812 Remarks Results Reviewed By Ica, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fara 98101 Rawwn a EMalr. D. 51121'0& Tte rtomret on paraded on this report I. prepared for themanias uw of N. <Oat This report may not be reproduced in any format Mina the wean permission otthe client imd Krum E Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070842 Pour Date 5/21/2007 Report No. 24470 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:15 098 185789 6" 68 60 Placement Area Location Pile caps and grade beams 13/L .7 to L.2.1/15. Pile caps L-2.1/ 15 to L.-9/14-9, 21B and 21/B.5 to 21.4/C.3, 211D.1 Remarks Placed via pump, vibrator used as consolidation method Please refer to Field Report No. Inspector M. Lopez Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM Cl 73 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070842 5/28/2007 7 4x8 12.58 0.0 54530 4.330 TN N/A 070842 6/11/2007 28 4x8 070842 6/11/2007 28 4x8 070842 H 4x8 070842 070842 070842 070842 Remarks Results Reviewed By , Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 43101 Redeem 3 Effective Date 5/12/04 Th. Mnimrloe provided on W. report is prepared for the exclusive Dee of the dent, This report may not be reproduced in any formol without the ratan p.nnlaion of the client and Krazan & hood .Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070832 Pour Date 5/21/2007 Report No. 52107-1 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pci) 5:15 41 185731 5-1/2:" 64 47 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 3 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1468 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand lbs. 1333 1336 Water lbs. 275 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1084 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070832 5/28/2007 7 4x8 12.58 0.0 54120 4,300 1 TN N/A 070832 6/11/2007 28 4x8 1 070832 6/11/2007 28 4x8 1 070832 H 4x8 1 070832 070832 070832 070832 Remarks Results Reviewed By etc Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision I elloceir Dale 5f12VO1 The Yifomiiti m provided an tide moo k proposed for the noduW ,u we of IN dent T1,1 report may not be reproduced in any formal without the written p.ten of the dui and Krazen & !wood Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 070833 Pour Date 5/21/2007 Report No. 52107-2 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:47 20 119530 5-112:" 64 47 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 58 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. lbs. 520 517 F. Ash lbs. C. agg. lbs, 1 1455 1456 C. agg. lbs. 2 485 487 C. agg. lbs. 3 Sand lbs. 1333 1341 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070833 5/28/2007 7 4x8 12.58 0.0 54710 4,350 2 TN N/A 070833 6/1112007 28 4x8 2 070833 6/11/2007 28 4x8 2 070833 H 4x8 2 070833 070833 070833 070833 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 00101 ewer. a Elldhe Ode 5112101 The Ydomwlbn provided on 11* report is pnpued kr the acekehe we Maw clot TNS report may not be reproduced M11K7 to n M without 1M ween permission of the client and Wenn & Aewd Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070834 Pour Date 5/21/2007 Report No. 52107-3 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:14 65 119533 6" 65 48 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 104 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 520 F. Ash lbs. C. agg. Ibs. 1 1455 1454 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyt Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070834 5/28/2007 7 4x8 12.58 0.0 54680 4,350 3 TN NIA 070834 6/11/2007 28 4x8 3 070834 6/11/2007 28 4x8 3 070834 H 4x8 3 070834 070834 070834 070834 Remarks Results Reviewed By /-.Lt, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fern 03101 Redden 7 Meth" Cate S 12/0. The Infonnatlon pnwhld ort Kits raped Y prepared for the nxdkeire use of the isnL 11 report may not be reproduced In any format wilhota the w,Itlan permhebn dale client and Krazan d Peeocb Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070835 Pour Date 5/21/2007 Report No. 52107-4 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # 1 Air (In.) (F) (F) (pcf) 7:05 18 119538 5-3/4" 65 48 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 190 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail' Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1349 Water lbs. 275 262 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070835 5/28/2007 7 4x8 12.58 0.0 56890 4,520 4 TN NIA 070835 6/11/2007 28 4x8 4 070835 6/11/2007 28 4x8 4 070835 H 4x8 4 070835 070835 070835 070835 Remarks Results Reviewed By K.K, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 RsvUbn3 Effect.* Data 0f12100 The information provide/ on this report Y prepared for the excl elve use of the diem. This report may not to reproduced In rry format without the withal. permission of Me client and Mann & Anock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070836 Pour Date 5/21/2007 Report No. 52107-5 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:20 21 119540 5-1/2" 65 48 'Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 208 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cam. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1458 C. agg. lbs. 2 485 490 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 262 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070836 5/28/2007 7 4x8 12.58 0.0 58630 4,660 5 TN N/A 070836 6/11/2007 28 4x8 070836 6/11/2007 28 4x8 070836 H 4x8 070836 070836 070836 070836 Remarks Results Reviewed By Date Reviewed 5 5 5 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement uncertainties: ASTM C-39 +1- 8% Fenn W 901 Revision Effective Dale 5!120' The Wonr+dbn provided on this report la prepared for the exdWve tile of the client TMs report may not be repaduced Nt airy kmiM wahine the elks+ permission of We dent and Karan d Assad Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070837 Pour Date 5/21/2007 Report No. 52107-6 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Weseld Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:03 747 119548 6" 65 49 ,Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 285 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1457 C. agg. Ibs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 5400 4,290 6 TN N/A 28 4x8 6 28 4x8 H 4x8 070837 5/28/2007 070837 6/11/2007 070837 6/11/2007 070837 070837 070837 070837 070837 Remarks Results Reviewed By aj Date Reviewed 6 6 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revision a Meth* Deis MVOs The Ylfurmstfon provided oh We report Ie prepared for the exoluene uesi of the dint. Thk report rosy not be reproduced In any hornet nithoin the t *oo permission of the did end Kazan • Aasock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070838 Pour Date 5/21/2007 Report No. 52107-7 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:24 20 119552 5-1/2" 64 49 Placement Area Location Slab on grade A.8 -G.3/12-15.9, C -G/16-18 Sampled at 320 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.Ibs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1457 C. agg. lbs. 2 485 482 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070838 5(28/2007 7 4x8 12.58 0.0 56940 4,530 7 TN N/A 070838 6(1112007 28 4x8 7 070838 6/11/2007 28 4x8 7 070838 H 4x8 070838 070838 070838 070838 Remarks ` Results Reviewed By t—z-:r Date Reviewed 7 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fenn 0310 R.,&on3 Effective Dat. 5/12101 Th. Yiormedon breveted on 5,1 report Y prepared form. .xds1 . up of the dirt This report may not be reproduced in my femme wtlwra the written permission of media and Krum, F mock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070839 Pour Date 5/21/2007 Report No. 52107-8 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Alr Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 9:00 71 119558 5" 64 49 Placement Area Location Slab on grade A.8 -G.3/12 -15.9,C -G/16-18 Planter walls 13.5/J.12, 13.6/K.6, Grade beams 17.6/M -N, K.7/17.6-18.8, K/18.82, K.7/18.82 -M 118.3, M/17.6-19.2, N/17-.6-18.4, N118.4 - M/18.3 Sampled at 15 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 571 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 264 Alr Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Fleid Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070839 5/28/2007 7 4x8 12.58 0.0 60170 4,780 8 TN N/A 070839 6/11/2007 28 4x8 8 070839 6/11/2007 28 4x8 8 070839 H 4x8 8 070839 070839 070839 070839 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Madre D. Maar Th. Inkonarbn provided on 0ts report i prepared for 0r. .xcfu.tre use of the cleat This report may not b. r.produosd In any boast without the written p.mYraion of the cMst and Waaira a A.pri Krazan 8. Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Light Rain Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070840 Pour Date 5/21/2007 Report No. 52107-9 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Alr Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:23 18 119561 4-3/4" 65 50 Placement Area Location Slab on grade A.8 -G.3/12 -15.9,C -G/16-18 Planter walls 13.5/J.12, 13.61K.6, Grade beams 17.6/M -N, K.7/17.6-18.8, K/18.82, K.7/18.82-M/18.3,M/17.6-19.2,N/17-.6-18.4,N/18.4- M/18.3 Sampled at 52 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C13B x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070840 5/28/2007 7 4x8 12.58 0.0 62410 4.960 9 TN NIA 070840 6/11/2007 28 4x8 070840 6/11/2007 28 4x8 070840 H 4x8 070840 070840 070840 070840 Remarks Results Reviewed By Codes for Break Types: 9 9 9 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming • 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% form 03107 ElleNve Pita 5/12/Di The @fnrnathn provided on Ills sport is prepared forte exclusive use al the tied. This report may not be reproduced in any format wihoIR the realm permission of the cent and Krazan i Assad. Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 070853 Pour Date 5/21/2007 Report No. 52207-1 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:47 71 119602 4" 63 61 Placement Area Location Pile caps 21.21D.6, 20.6/E.1. Grade beams M/16-17.6, N/ 15.8-17.6 Sampled at 5 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052207 Inspector G. Naiil Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. lbs. 1 1860 1857 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 1420 1418 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals. 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070853 5/29/2007 7 4x8 12.58 0.0 49685 3,960 1 TN N/A 070853 6/19/2007 28 4x8 1 070853 6/19/2007 28 4x8 1 070853 H 4x8 1 070853 070853 070853 070853 Remarks Results Reviewed By , Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 00101 Revision 3 Effective Dale 5:17101 The Informs/ion prodded on this report is prepared for the exdlKNe uee s1 the dive This report may not be reproduced in sly bmW without the wxeen Vermian of the dent arta *son & Assad; I azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 21, 2007 KA No. 066-06316 Permit No. x}(16-243 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter RECEIVED Seattle, WA. 98188 MAY 2 9 2001 COMMUNITY RE: Special Inspection DEVELOPMENT Westfield Mall Expansion Seattle, Washington Dear Mr. Bums, tO Los - In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from May 8 through May 16, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. fid— £ c,„L,ti Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 116316 dfr wiKrI<1'a2!3r1 &AssOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/08/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 6316D1i 8050807 CONTRACTOR: Batey Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail, LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 75 F 1116 Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap and g aL4- peam reinforcing steel line K/17.6-18.82, Grade Beams J/14-18.82 16/J48, 17.6/H -J.8, H/17.6-18. 82/F.5 -J, F.518.82 TO F.2/20 revealed restee! to Be complete per plans and specs. shs--,j, LJj- 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report #'s 6316CR050807-1 and 6316CR050807-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatopi Superintendent/Representative: Technician: Geor• a Nail! Offices Serving the Western United States Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use oftime client. This report may not be reproduced in any format without the written permission arctic client and Krazan & Associates. FIELD 6:a K IKi'azari &AssoclATEs,INc. REPORT NO.: 63t6UFR050907 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/09/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of grade beam reinforcing steel lines 16/A -B, 19/C.3 -D.4, 18.821F.5 To 19/E.5, 20/D -G, 19/D.4 to 2011.6, F.5/18.82 to G/20 revealed resteel to be complete per plans And specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR050907-2 For test data. 4) Performed visual inspection of pile reinforcing steel atpile #'s 464, 465, 489, 490, 500, 502, 597, 615, 616, 617, 618, 619, 620, 621, 623, 624 revealed resteel to be complete per plans and RFI's. 5) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report #'s 6316CR050907-1 And 6316CR050907-3 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS fr: / WAS NOT 0 performed In accordance with the approved plans, specifications, and regulatory Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. aZ1& A s s o C I A T E S, I N c. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/10/2007 FIELD REPORT NO.: 63161WR051007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nails LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 66 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel lines A/21-23, 22, 23 / A to C.6 pile caps 211E.11, 21/G, 20/H grade beams K116-17.6, K.7/16.4-17.6 Revealed resteel to be complete per plans and specs and RFI's 3) Sampled concrete and cast 4 sets of (4) 4x8 test cylinders reference report #'s 6361 CR051007-1 Thru 6316CR051007-4 for test data. 4) A portion of existing live pile cap adjacent to grid A/21 equaling to about 1/2 of the pile cap and a Pile were demoed to facilitate the placement of the new pile cap per RFI #809 response. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®J WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative! Technician: George Nail! Offices Serving the Western United St at.4• Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Qkrazan &assoclATEs,,NFIELDc. REPORT NO.: 6316DFR051007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/10/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 66 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile caps K.7/18.8, M/18.3, N/18.4, N/17.6 Grade beams N/15.8 to M.4/15.6, M.4/15.6 to M116, M/16 to L/15.6, M/16 to K.7116.4, K.7116.4 to K/16, K.9/15 to K.7/16.4 And escalator pit walls 14.5/J.9.5 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR051107-1 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirem krtfir Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(r'a.zari FIELD &ASSOCIATES,INc. REPORT NO.: 6316DFRO51407 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/1412007 PROJECT t, 066-06316 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. NaiII LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 68 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beams 17/A -B, 18/A -B, B/17-18, pile caps D/24, D.7.5/24, F.2/24, G124, H/24 revealed resteel to be complete per plans and specs. 3) Sarmp d c ncrete and cast 2 sets of (4) 4x8 test cylinders reference report #6316CR051407-1 And 6316CR051407-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS121 / WAS NOT 0 performed in accordance with the approved plans. specifications. and regulai Superintendent/Representative: Technician: George Naill Offices Serving the Western United State Form 1501 r,1 Effective Dale: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kratian & Associates. 111 FIELD &AssocIATES,iNc. REPORT NO.: 6316DFR051507 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/15/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 82 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap and grade beams 22 -231C.6 -E.12 Pile caps 211H, 21/J, 25/D, 25/D.3, 251D.7, 25/F, 25/G, 25/H, 251J revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (1) 4x8 test cylinders reference report #6316CR051507-1 Thru 6316CR051507-3 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved p ans, specifications, and reg Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. SKr FIELD aZall &ASSOCIATES, INC. REPORT NO.: 6316D FR051607 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/16/2007 CONTRACTOR: Baley Construction PROJECT 0: 066-06316 PERMIT NO: 006-2455 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nails% S, Hyp z . LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 63 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile reinforcing steel piles 501, 503, 528, 529, 530, 531, 532, 533, 590, 591, 592, 593, 594, 595, 596 revealed resteel to be complete per plans and specs and RFI 383. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report #6316CR051607-1 Thru 6316CR051607-2 for test data. 4) Performed visual inspection of pile cap and grade beam reinforcing steel 17.6/M -K.7 pile caps 25/B, 25/C.3 and planter s.o.g 13.5/J.12, 13.6/(6 revealed resteel to be complete per plan And RFI 837 rev. 3. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR051607-3 For test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels grid 17.6/K.7 verified hole prep and cleanliness, Embedment depth, bar size and use of Hilti epoxy per RFI 837 and SK1-050907 Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT 0 performed in accordance with the approved plans, speaficatl . t—egulatory requires t5 Superintendent/Representative: Technician: Geor• a Nail Offices Serving the Western United S • tes Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kram & Associates. _Krazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 18, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RECEIVED MAY -2 2007 DEV muNl7Y RE: In Process Inspection Report ELON0 . Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. E'er ca -4_, Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break nrazan at Associates, inc. tout - torn btreet Pin rluice tut', Auburn, YYA btbUUL, (L03) V.IV-LOVu Project No. 066-06316 Cyl. Code 070343 Pour Date 4/12/2007 Report No. 41207-1 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 6:30 98 183524 5 61 47 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 22 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. lbs. 564 566 F. Ash lbs. - -- - C. agg. lbs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070343 4/19/2007 7 4x8 12.55 0.0 61789 4,920 1 JS N/A 070343 5/10/2007 28 4x8 12.54 0.0 81930 6,530 1 TN N/A 070343 5/10/2007 28 4x8 12.54 0.0 91390 7,290 1 TN N/A 070343 H 4x8 1 070343 070343 070343 070343 Remarks Results Reviewed By /.4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foam 03101 Revision 9 Effective ode&IVO+ Th. Ydonr+lbn provided on Ns report is peered for n,. seclusive usa of 0r died. Ties report may not b. npoduoed rR e y bona' wr'o.* 0r written ponricmn arms obeli and Waxen 8 Assoc* 1\I as.alI HI rwaV.aaave, 1113.. IdU 1 141.11 011 CCL I11FV a7UIR1 IVU, ? UIJUI I I, 1111/17:101/1/A, IILoJ) 70.20-Lou11 Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070341 Pour Date 4/12/2007 Report No. 41207-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:45 136 183528 5-1/2" 62 47 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 55 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs.1 1455 1476 C. agg. lbs. 2 485 Pea 483 C. agg. lbs. 3 Sand lbs. 1333 1326 Water lbs. 275 259 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070341 4/19/2007 7 4x8 12.55 0.0 53843 4,290 2 JS NIA 070341 5/10/2007 28 4x8 12.54 0.0 90500 7,220 2 TN N/A 070341 5/10/2007 28 4x8 12.54 0.0 85320 6,800 2 TN N/A 070341 H 4x8 2 070341 070341 070341 070341 Remarks Results Reviewed By k.EL• Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ferro 03101 Revision 7 !OWN, Dae 5119AM T1,* Harifon plolidad on this report le prepared for the exclusive use of the clot. This report may not be reproduced In any formal wahott the wrttlen pemdssion of the clot and Kazan & Await MI didl l 111.. 1:111/ 1 - IQUI auu rn Mfr OUILC 1110, MUUUIII, 11M douUL, ULM3) y341^L,7VV Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyt. Code 070342 Pour Date 4/12/2007 Report No. 41207-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Miles Time Truck# 7:25 751 Ticket # 183538 CYLINDER REPORT Plant No. 201 Site Mix Mix --- Air = ---Unit Slump Temp. Temp. % Air (in.) (F) (F) 5-1/4" 63 47 Wt. (pcf) Placement Area Location Slab on grade, grid 8-12/A F at 8 to A -G.3 at 12 Sampled at 104 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Weights Actual Weights Mix No. 15COVW 15COVW Cern. lbs. F. Ash tbs. C. agg. Ibs. 1 1455 1476 C. agg. lbs. 2 485 Pea 483 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 520 520 1333 1326 275 259 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Date 070342 4/19/2007 070342 5/10/2007 070342 5/10/2007 070342 070342 070342 070342 070342 Remarks Results Reviewed By r4, Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 58888 4,690 3 JS N/A 28 4x8 12.54 0.0 83560 6,660 3 TN N/A 28 4x8 12.54 0.0 82670 6,590 3 TN N/A H 4x8 3 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Perm 03101 I%vleloe a Mottos Oris 3112.0 7M Infunmton provided on 11rs npet Is prepared MY the exclusMe us* of the dent. This report may not be reproduced in any format wined the widen permission of the sere and Krazan & Assoc Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) nrazan ei Associates, Inc. lour - loin ,trees nvv aulte 1u0, Auburn, YYA `Jeuuc, (cos) aaa-touu Project No. 066-06316 Cyt. Code 070340 Pour Date 4/12/2007 Report No. 41207-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:30 747 118891 5 63 51 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 117cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 519 F. Ash lbs. C. agg. Ibs.1 1455 1456 C. agg. lbs. 2 485 496 C. agg_ lbs. 3 Sand lbs. 1333 1350 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070340 5/10/2007 28 4x8 12.54 0.0 74040 5,900 4 TN N/A 070340 5/10/2007 28 4x8 12.54 0.0 72260 5,760 4 TN N/A 070340 5/10/2007 28 4x8 12.54 0.0 75670 6,030 4 TN NIA 070340 H 4x8 070340 070340 070340 070340 Remarks Results Reviewed By ga• Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pone al+at Revision a Mediu. DM. 30VV131 The Information provided on &k report is prepared br the exclusive use of the clknl, This report my not bre reproduced n we, format wMMul the settee pam4sion of the riot/ end Kmart 5 Smock nrazan at Associates, Inc. I ou I - 'I atn otreet .Dunne Y uD, AUDurn, ■YA toOUVL, (L.73J VOW -ADM) Project No. 066-06316 Cyl. Code 070339 Pour Date 4112/2007 Report No. 41207-5 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 76 118903 4-3/4" 63 49 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 245cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.Ibs. 564 569 F. Ash lbs. - --- C. agg. Ibs.1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 261 Alr Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070339 4/19/2007 7 4x8 12.55 0.0 58128 4,630 5 JS N/A 070339 5/10/2007 28 4x8 12.54 0.0 85790 6,840 5 TN N/A 070339 5/10/2007 28 4x8 12.54 0.0 81820 6,520 5 TN N/A 070339 H 4x8 5 070339 070339 070339 070339 Remarks Results Reviewed By ) ::4 Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement uncertainties: ASTM C-39 +1- 8% Ferro 03101 RwYbn 7 Effective Deli 511710' The inforrwdbn provided on Ws report r prepared for the exclusive us.. of the client This report may not be reproduced et any format without the written permission o4 the alert and Krazan d Mance Krazan da Associates, Inc. 10U1 - 7Dtn biteet writ bulte lub, Auburn, YYA UtfUUY, (Lb.3) U.S -LbUU Project No. 066-06316 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070338 Pour Date 4/12/2007 Report No. 41207-6 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air .. - Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 76 118903 4-3/4" 63 49 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 280 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Com. lbs. 564 567 .- -- F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 261 Alr Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job Oats.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070338 4/19/2007 7 4x8 12.55 0.0 55662 4,440 6 JS N/A 070338 5/10/2007 28 4x8 12.54 0.0 79800 6,360 6 TN N/A 070338 5/10/2007 28 4x8 12.54 0.0 81200 6,480 6 TN N/A 070338 H 4x8 6 070338 070338 070338 070338 Remarks Results Reviewed By /fir c' Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 Revision 3 effective Dale 511210. Th. InkmWbn plodded on We report Is tempered form. exclusive me. 0 the tier. 7140 report may not he mproducod in my formal w.hot. the written permission of he diem and Mean a festoon Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070337 Pour Date 4/12/2007 Report No. 41207-7 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Miles CYLINDER REPORT Time Truck# Ticket # 11:00 76 118919 Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5" 64 53 Placement Area Location Pile caps and grade beams 14/C -D, Piles 17/C, 17/D, 171E Sampled at 15 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. - C. agg. Ibs.1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 564 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070337 4/19/2007 070337 5/10/2007 070337 5/10/2007 070337 070337 070337 070337 070337 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 55056 4,390 7 JS N/A 28 4x8 12.54 0.0 80000 8,380 7 TN N/A 28 4x8 12.54 0.0 75790 6,040 7 TN N/A H 4x8 7 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fpm 03101 RtM.bn 3 ElledJye Ode 617110' T7,e infone*Uon provided en IN. report le prepared for the exclusive use of the cleft. This ',port mey not b. rapivduoed 'n any Forrest without the mitten perm:Won of the cleft end waw & Mock Arazan ec Associates, Inc. -lout - tatn tree MW Stltte 'IUa, Auourn, YYA tiouuz, (Las) bay-LOVU Project No. 066-06316 Cyl. Code 070344 Pour Date 4113/2007 Report No. 41307-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix - Mix -- Air - Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (in.) (F) (F) (pcf) 13:15 92 183628 5" 61 56 Placement Area Location Pile caps 16/G.7, 16/J, 17.6/G.1, 17.6/H Sampled at 2 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. •- C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals} 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070344 4/20/2007 7 4x8 12.55 0.0 31422 2,503 1 JS N/A 070344 5/11/2007 28 4x8 12.53 0.0 77800 6.210 1 TN N/A 070344 5/11/2007 28 4x8 12.53 0.0 76240 6,080 1 TN N/A 070344 H 4x8 1 070344 070344 070344 070344 Remarks Results Reviewed By 14G, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fomr 00101 Revision 3 Effective Dela 5f12'O The Y#mnv tion p Wsted on Des report is prepared for the exclusive use of the dent This report may not be reproduced in any lomat without the mitten pemisaon of the client end Kraut, 5 Assad MMIMPliff dull a Mb1:Ul:Idltl3f, !Illi. IUlf I - IS7lll CU um my ounce roo, r+uuurn, 1fVM bouuc, tcaJJ =1,J7-cauu Project No. 066-06316 Cyl. Code 070340 Pour Date Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila 4/14/2007 Report No. 41407-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Site Mix - Mix Air Slump Temp. Temp. Time Truck# Ticket # % Air (In.) (F) (F) 7:27 455 793098 5-1/2" 64 52 Unit Wt. (pcf) Placement Area Location Piles 426,425,424,423A,423B,421 A,421 B,463A,463B,458, 459,460,461,485,486,487,488,483A,4838,481,482,543A, 544,545,562,565,569,570,572, & 573 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.41407 Inspector G. Naill Reported Batch Data Design Weights Actual Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash lbs. -- - 80---- - - - 81 C. agg. lbs. 1 1943 1928 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1445 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code 070340 4/21/2007 070340 5/12/2007 070340 5/12/2007 070340 070340 070340 070340 070340 Remarks Results Reviewed By' Test Field Date Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.58 0.0 4,780 28 4x8 12.57 0.0 7,080 28 4x8 12.57 0.0 7,560 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +!- 8% 60099 891200 74258 Date Reviewed Date Specimens Recd. 4/17/2007 Set # 1 1 1 1 Tested Break 3: Cone & Shear 4: Shear By SW JP JP Form 03101 Re+Aelon 3 Effective Ode 5/120' The Momullnn prcWded on ON wort is prepared for the eacknlve um of Me dant. 1115 roped may not be reproduced Nary format without Memnon penNssion of the Went and Krazan & Maori Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Arazan & Associates, inc. 10Ui - iotn atreet Nw Suite 7utp, Auburn, VVA MAL, (Las) a$ -LbUU Project No. 066-06316 Cyl. Code 070371 Pour Date 4/14/2007 Report No. 41407-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 11 Site Mix Mix - Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (9 (pcf) 9:02 461 793916 5-1/2" 63 49 Placement Area Location Piles 426,425,424,423A,423B,421 A,421 B,463A,463B,458, 459,460,461,485,486,487,488,483A,483B,481,482,543A, 544,545,562,565,569,570,572, & 573 Sampled at 57 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.41407 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 449 F. Ash lbs.— - 80 - - 81 C. agg. lbs.1 1943 1931 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1436 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 26 days Date Specimens Recd. 4/17/2007 Cy!. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070371 4/21/2007 7 4x8 12.57 0.0 57436 4,570 3 JP NIA 070371 5/12/2007 28 4x8 12.57 0.0 96613 7,680 3 JP N/A 070371 5/12/2007 28 4x8 12.57 0.0 87040 6,920 3 JP N/A 070371 H 4x8 3 070371 070371 070371 070371 Remarks Results Reviewed By Ki,4, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03IOt RNklon 3 Eft dh. Dal. 6/12/0. She Irdorination provided on this report te prepared for the exclusive use of the diet. The roped mart rot be reproduced in any kernel %Oho.; the lotion permission of the LY.t end Krezan & Assoc. sal aa.ael A swaRat.aa LCa, 1111... 14%11 - IJLII au VOL MU . UILIS IVU, MLIIJUIII, MMM sOVVL, te,:7JJ aJa'L:7VV Project No. 066-06316 Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 070369 Pour Date 4/14/2007 Report No. 41407-3 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 11 Site Mix Mix - Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:20 468 793932 5" 64 53 Placement Area Location Piles 426,425,424,423A,423B,421 A,421 B,463A,463B,458, 459,460,461,4851486,487,488,483A,483B,481,482,543A, 544,545,562,565,569,570,572, & 573 Sampled at 114 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.41407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. Ibs. 450 452 F. Ash lbs. 80 80 C. agg. Ibs. 1 1943 1932 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1428 1434 Water Ibs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 26 days Date Specimens Recd. 4/17/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070369 4/21/2007 7 4x8 12.58 0.0 67558 5,370 3 SW N/A 070369 5/12/2007 28 4x8 12.57 0.0 102990 8,190 3 JP N/A 070369 5/12/2007 28 4x8 12.57 0.0 107094 8,520 3 JP N/A 070369 H 4x8 3 070369 070369 070369 070369 Remarks Results Reviewed By K1f Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Farm 03101 ne.u.On 3 Moth* Data 5/1210W Tho MdormMbn provided on this report Y prepared for the arslu1Nm use of the client The report may nal be reproduced 1, any format %nlnut the written permission of the clad and Krazan & Assort r\I aLall Q /...001.0461C1 MCI, !let.. 1 ou 1 - 10111 euBui rivv aunt: Ivo, Auburn, VYA tl*UUL, (Z33) tlitl-LODU • Project No. 066-06316 Cyt, Code 070415 Pour Date 4/17/2007 Report No. 41707-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix — Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:25 48 183764 5" 62 57 Placement Area Location Pile caps and grade beam 13.9/D -F.7 , pile caps 18.821F.5, 201F.2,20/G Sampled at 23 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041707 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash tbs.- -- - - C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 26 days Date Specimens Rec'd. 4/19/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070415 4/24/2007 7 4x8 12.59 0.0 45960 3,650 1 TN N/A 070415 5/15/2007 28 4x8 12.56 0.0 75660 6,020 1 TN N/A 070415 5/15/2007 28 4x8 12.56 0.0 67470 5,370 1 TN N/A 070415 H 4x8 1 070415 070415 070415 070415 Remarks Results Reviewed By gee Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM 0-39 +/- 8% Form 03101 &Melon 3 Mediae NM 5I12/00 The Mormdiwn drmaded an tte report ta preMred far the malusive we M the dant TNe report m.y rot be reproduc.d a any lomat *that the *ratan pemI..ion ate alert and K1atan & A.aoct MI of PASSUL:1121,11b, 1I1L:. 101111 ' IOUS .OUVOL PINY QILLe IUO, AULUUIII, UYA IIODUL, tL03J 21JiYt40UU Project No. 066-06316 Cyi. Code 070416 Pour Date 4/17/2007 Report No. 41707-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Time Truck# Ticket # 14:10 78 183769 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5" 63 57 Unit Wt. (pcf) Placement Area Location Pile caps and grade beam 13.9/D -F.7 , pile caps 18.82/F.5, 20/F.2,20/G Sampled at 67 cyds Remarks Placed by boom pump, mechanically consolidated by HIF vibrator. Please refer to Field Report No.6316DFRO41707 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 565 1869 1416 253 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date Field Cure 070416 4/24/2007 070416 5/15/2007 070416 5/15/2007 070416 070416 070416 070416 070416 Remarks Results Reviewed By K - c Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.59 0.0 28 4x8 12.56 0.0 28 4x8 12.56 0.0 H 4x8 Max. Load 51470 82020 77850 Date Specimens Rec'd. 4/19/2007 Comp. Tested Break Str. (psi) Set # By Type 4,090 2 TN N/A 6,530 2 TN N/A 6,200 2 TN N/A 2 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03141 Rw.i f n 3 Etlseiye Dale 8l1Z0, The Honnet4n provided oh this report lit pr'ecened for the exclusive use of the cMit This report new not be mC,oduc.d h airy format without the written pemessen of Ole client end Kaman & Aiw Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) AI dLdl i 01 Mbb1JC.Iclieb, 1111.. • JV 1 - 1:7[11 OL1RPM 1111 °LIM, 1Y9, P1111.11.11 11, 111101. iJOVUc, tcOJ) bJb L UV Project No. 066-06316 Weather Cloudy Cyl. Code 070422 Pour Date 4/18/2007 Report No. 41807-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles Time Truck# 6:23 001 CYLINDER REPORT Ticket # 183787 Plant No. 201 Site Mix - Mix - ---Air----- Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pci) 4-3/4" 60 43 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 36 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. - - C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 275 Alr Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 15COVW 520 1456 480 1324 258 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070422 4/25/2007 070422 5/16/2007 070422 5/16/2007 070422 070422 070422 070422 070422 Remarks Results Reviewed By.. Field Cure Codes for Break Types: Design Strength 3,000 @ 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Max. Area C.F. Load 12.59 12.55 12.55 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 0.0 55765 0.0 83860 0.0 84300 Date Specimens Rec'd. 4/20/2007 Comp. Tested Break Str. (psi) Set # By Type 4,430 1 SW N/A 6,680 1 TN N/A 6,720 1 TN NIA 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 07101 Revision 3 Effective D. 51i2.0 The Inbnnellon provkled o Ws repcA ie prepared for tr peheive use of the deal This report may not be reproduced in any format without the written peartir.elon of the riled and Kieran [ Assod: Mt weals Ca KaaYl .ACRO, 1114. 17U 1 • 1701 OUVIA ryes oU.LB ,uu, MULIur£1, VVM VOVU[, tcv.)f 114W -L UU Project No. 066-06316 Cyl. Code 070423 Pour Date 4/18/2007 Report No. 41807-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air - Unit - Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:45 91 183790 5" 60 43 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 65 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cam. lbs. 520 518 - — F. Ash lbs,— C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1338 Water lbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 4/20/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 070423 4/25/2007 7 4x8 12.59 0.0 62160 4,940 2 SW NIA 070423 5/16/2007 28 4x8 12.55 0.0 83580 6,660 2 TN N/A 070423 5/16/2007 28 4x8 12.55 0.0 82180 6,550 2 TN NIA 070423 H 4x8 2 070423 070423 070423 070423 Remarks Results Reviewed By g4l` Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Roan 03101 Revision 3 Mecum Date 6f12/0+ The information paraded on this report is prepared Sr the exclusive we of 0w client This import may not be reproduced in any forret without the written permission of the dNN and Kazan & Aswrk i razan a Associates, Inc. ov t - '13in btreet NW ,butte l Lib, Auourn, VVA EtbUU'L, (1b3) ii s-LbuU Project No. 066-06316 Cyl. Code 070424 Pour Date 4/18/2007 Report No. 41807-3 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 201 Site Mix Mix.. — Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 7:35 98 118959 5-1/2" 62 44 'Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 130 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem. tbs. 520 515 F. Ash lbs. C. agg. lbs.1 1455 1450 C. agg. tbs. 2 485 492 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 275 256 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. 4/20/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070424 4/25/2007 7 4x8 12.59 0.0 58232 4,625 3 SW N/A 070424 5/16/2007 28 4x8 12.55 0.0 82770 6,600 3 TN N/A 070424 5/16/2007 28 4x8 12.55 0.0 83610 6,660 3 TN N/A 070424 H 4x8 3 070424 070424 070424 070424 Remarks Results Reviewed By f C= Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form attot RMWn 9 € ,d* * Dale 311Z01 The kKormnJon provided on this report Yt PraPered for the ercckuWe use of the dart flit report may nut las reproduced it eny formed wkhnur the wrWen permission of the dent erd Krazan d AS6.4 of dLdt1 Ce NSSU1.Id%US, III. . out - uotn otreei IYYY oulie IIuo, Muourn, YYA ZloUVL, tcCys) `JJ`J-L000 Project No. 066-06316 Cyl. Code 070425 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. 4/18/2007 Report No. 41807-4 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix --- Air--._ ... Unit - Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00 752 193800 5-114" 62 44 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 183 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1456 C. agg. lbs. 2 485 486 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070425 4/25/2007 070425 5/16/2007 070425 5/16/2007 070425 070425 070425 070425 070425 Remarks Results Reviewed By /at, Codes for Break Types: Design Strength 3,000 @ 28 days Date Specimens Rec'd. 4/20/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.59 0.0 51498 4,090 4 SW N/A 28 4x8 12.55 0.0 81840 6,520 4 TN NIA 28 4x8 12.55 0.0 86600 6,900 4 TN N/A H 4x8 4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 7 Effective Date 912/00 The hformellon pioNdd on Ns report Is Prepared forte exclusive use of th talent. This report may not las repOGuced h any format itillhOIS the written permission of the dont and IGazan 5 Assad: r'razan Ca H5501GIdWeS, Inc. 13U'a - 'I Oin .7ireei rin .Dune iuO, HUoUrn, vvi Ni UUL, (LO.i) !!SJ-LODU Project No. 066-06316 CyI. Code 070426 Pour Date 4/18/2007 Report No. 41807-5 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:30 96 118967 5-1/2" 61 44 1. Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 225 cyds. Remarks Placed by boom pump, mechanically consolidated by HIF vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. Ibs. 520 517 F. Ash lbs. C. agg. Ibs. 1 1455 1450 C. agg. Ibs. 2 485 484 C. agg. lbs. 3 Sand Ibs. 1333 1329 Water Ibs. 275 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. 4/20/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070426 4/25/2007 7 4x8 12.59 0.0 57150 4,540 5 SW NIA 070426 5/16/2007 28 4x8 12.55 0.0 77220 6,150 5 TN N/A 070426 5/16/2007 28 4x8 12.55 0.0 77300 6,160 5 TN N/A 070426 H 4x8 5 070426 070426 070426 070426 Remarks Results Reviewed By 4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- B% Form m101 Mr/81°n, 3 EfleN,. Date MVO. 7M HomaAkn;corked an Ole report 1 prepared tor the .xdwiwe use of the Omni. The report may not be reproduced In any toms* wtlhn,.( the written pe mloolon of the client and Knazan & Aaeock Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA NM, (203) list/-zouu Project No. 066-06316 Cyl. Code 070620 Pour Date 5/3/2007 Report No. 50207-3 Weather Sony Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix -- — —. Mix Air —Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 48 119202 5" 67 62 Placement Area Location Pile caps 15/K.9,15.6/L,16/J.15. Grade beams C.3/12-12.8, D/12-16, C/14 -16,B113-15, E/12-16, F/12 -16,G.5/15-16, 13/C.3-E,14/B-C,14/F.4-G.10, 15/B -G,9 Sampled at 14 cyds Remarks Placed by boom pump and mechanically consolidated by H -F vibrator Please refer to Field Report No.6316DFR050207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 --F. Ash lbs. C. agg. lbs.1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1418 Mr Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/4/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070620 4/10/2007 7 4x8 12.59 0.0 55120 4,400 1 TN N/A 070620 5/30/2007 28 4x8 1 070620 5/30/2007 28 4x8 1 070620 H 4x8 1 070620 070620 070620 070620 Remarks Results Reviewed By /: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-25UU Project No. 066-06316 Cyf. Code 070655 Pour Date Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila 5/4/2007 Report No. 50407-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction 'Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Time Truck# Ticket # 7:27 427 803195 Site Mix Mix - Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 67 47 Unit Wt. (pct) Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, Sampled at 8 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 inspector G. Naill Reported Batch Data Mix No. Cern. Ibs. Design Weights Actual Weights 448174 448174 450 448 F. Ash lbs. —_ 80- -- ---79-- C. agg. tbs. 1 1943 1960 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1428 1413 Water Ibs. 230 216 Air Ent. (oz) Other(oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals) 17 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Field Date Cure 070655 5/11/2007 070655 6/1/2007 070655 611/2007 070655 070655 070655 070655 070655 Remarks Results Reviewed By !4 - Codes for Break Types: Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.53 0.0 45500 3,630 1 TN NIA 1 1 Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 09101 Revision a Elledlve oats 5/12104 Ths HumWbn provided on Mile report is prepared lithe exclusive use of the dent. This report may not be reproduced in any former without the mitten permission of the client and Knew 6 Assoc/ Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 9SUUZ, (zos) tsi-zauu Project No. 066-06316 Cyl. Code 070656 Pour Date 5/4/2007 Report No. 50407-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Niall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air- Unit - Slump Temp. Temp, Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:27 421 803343 5-3/4" 68 50 Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, Sampled at 55 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 456 -- F. Ash lbs.- - 80 82 C. agg. lbs. 1 1943 1960 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1425 Water lbs. 230 214 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 19 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max, Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070656 5/11/2007 7 4x8 12.53 0.0 40260 3,210 2 TN N/A 070656 6/1/2007 28 4x8 2 070656 6/1/2007 28 4x8 2 070656 H 4x8 2 070656 070656 070656 070656 Remarks Results Reviewed By /4.-‘. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Forr, 03761 Rnilon3 EIhctlw Dale &IVO Th, ederrredon Provided on this report is Prepared for tie exclusive ,ma of the dent. This report may not be reproduced in err, formal *Mout the melon Pennisabn of the dent and Krazan a Assad: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 9i9-ZbUu Project No. 066-06316 Cyl. Code 070657 Pour Date 5/4/2007 Report No. 50407-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc, Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix --- Mix ... — Air----.. Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf° 11:35 428 803547 6" 66 51 Placement Area Location Piles 516,517,518,519,547,548,586,587,588,589,549,550, 551,552„491,492,493,494,622,625,640,641,642 Sampled at 103cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cem. lbs. 450 455 --F. Ash Ibs. 80— - - - 77 C. agg. Ibs.1 1943 1960 C. agg. tbs. 2 C. agg. Ibs. 3 Sand Ibs. 1428 1425 Water Ibs. 230 215 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (az) Water Added on Job (gals.) 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070657 5/11/2007 7 4x8 12.53 0.0 34080 2.720 3 TN N/A 070657 6/1/2007 28 4x8 3 070657 6/1/2007 28 4x8 3 070657 H 4x8 3 070657 070657 070657 070657 Remarks Results Reviewed By ,cj. Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03161 Revision 3 ElhdM Ode 5/1710. The irdoivrislion pmvld= on this report k prepared Por the =elusive use o1 the Owl. 11* report may rd be reproduced le ay tom= =Plod the w.Nbn permission d the Alert and Kraim & Aaeoct Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 93002, (253) SSS-zbuu Project No. 066-06316 Cyl. Code 070658 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 5/4/2007 Report No. 50407-4 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Time Truck# 13:13 21 Ticket # 119213 Site Mix Mix- ---- Air - - —Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 4-1/12" 68 53 Placement Area Location Pile caps 15.8/N, 15.6/M.4, M/16, K.7/16.4, K7/17.6 Grade beams G.12/13-15 Sampled at 4 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050407 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other(oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 1860 1422 265 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070658 5/11/2007 070658 6/1/2007 070658 6/1/2007 070658 070658 070658 070658 070658 Remarks Results Reviewed By Field Cure Design Strength 4,000 @ 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.53 0.0 50250 4,010 1 TN N/A 1 1 1 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Fenn 03101 Revision Mahe Oda S/t?/0. Th. inionestion provided on this resod is w+pred for M. exclusive use 0111Ie alert. This report May nd W reproduced in any fomaM %ghoul the %ren permission of the alert std Kaman & Assoc: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) nidxdn a s1Sav61daea, 1116. 1UV Ii3U1 Oil est rare owns IUD, AUUYrfl, ■YM if OUIJA, Vaal y.) i UU Project No. 066-06316 Cyl. Code 070690 Pour Date 5/8/2007 Report No. 50807-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix - - Mix Air -- - -- Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:35 74 184957 4-3/4" 75 74 Placement Area Location Pile caps and grade beam K/17.6-18.82, Grade beams J/14- 18.82, 16/J -J.8, 17.6/H-J.8,H/17.6-18.82, 18.82/F.5 -J, F.518. 82 to F.2/20, 3/15-16 Sampled 6 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1868 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C 1 T2 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set* By Type 070690 5/15/2007 7 4x8 12.56 0.0 55940 4,450 1 TN N/A 070690 6/5/2007 28 4x8 1 070690 6/5/2007 28 4x8 1 070690 H 4x8 1 070690 070690 070690 070690 Remarks Results Reviewed By J4 4' Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 ftetdebn 3 EHecW.Dam Sft?!0' The Ndnnotfon provided an this report Is prepared for the recluses use of the client This report miry not be reproduced In any formal *Alton the mean permission of the client and Krazan d Assad: r.razan ac Associates, inc. out - 't bin street ivvv mete IUD, Auburn, vvA atsuuz, (Los) bi -zouu Project No. 066-06316 Cyl. Code 070689 Pour Date 5/8/2007 Report No. 50807-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air -Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:25 18 119271 5" 75 75 Placement Area Location Pile caps and grade beam K117.6-18.82, Grade beams J/14- 18.82, 16/J -J.8, 17.6/H-J.8,H/17.6-18.82, 18.82/F.5 -J, F.518. 82 to F.2/20, 3/15-16 Sampled 58 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050807 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Com. lbs. 564 565 F. Ash lbs.-- C. bs.C. agg. lbs. 1 1860 1856 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water Ibs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070689 5/15/2007 7 4x8 12.56 0.0 54650 4,350 2 TN N/A 070689 6/5/2007 28 4x8 2 070689 6/5/2007 28 4x8 2 070689 H 4x8 2 070689 070689 070689 070689 Remarks Results Reviewed By KC.(, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Motive Date 511210' The bioneePon provided on this report is prepared For the exclusive use of the dls.t This report may not be reproduced in any lomat without the mitten prmisabn of the client mid KCraian i Aesnrl t .razan 64 Associates, inc. tout i 3 n abtreet rive .butte l uo, Auourn, VVA diSUU4, (L33) asa L3uu Project No. 066-06316 Cyl. Code 070699 Pour Date 5/9/2007 Report No. 50907-1 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix - ---- Mix Air------ Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (In.) (F) (F) (pcf) 13:14 434 805449 4-1/2" 68 65 Placement Area Location Piles 464,465,489,490,.500,502,597,615,616,617,618,619, 620,621,623,624 Sampled at 15 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.631 6DFR050907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cent lbs. 450 458 --F. Ash lbs. 80 -- - -78 -- C. agg. lbs. 1 1943 1943 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1428 1425 Water Ibs. 230 215 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 20 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070699 5/16/2007 7 4x8 12.55 0.0 35660 2,840 1 TN N/A 070699 6/6/2007 28 4x8 1 070699 6/6/2007 28 4x8 070699 H 4x8 070699 070699 070699 070699 Remarks Y--4' �� Results Reviewed By ! i' �' Date Reviewed 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fomt 03101 Rovlsfon 3 OW** Data 5/12N1 The Information provided on this report is prepeed for the exduMoe use of the asst. This report may not be mpudueed fi my foment %ghoul the written permission of the client and !Oman d Assoc nrazan ea Associates, inc. tout - 1 Utn Street nri butte 1" Auourn, VVA WISUUL, (LW) bib-LDUU Project No. 066-06316 Cyl. Code 070700 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 5/9/2007 Report No. 50907-2 Permit No. D06-245 Engineer ANF 8, Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete Supplier X Other Miles Time Truck# Ticket # 13:33 19 119294 Plant No. 203 Site Mix Mix -- Air Slump Temp. Temp. % Air (In.) (F) (F) 5" 68 64 Unit Wt. (pcf) Placement Area Location Grade beams 16/A -B, 191C.3 -D.4, 18.821F.5 to 19/E.5,20/D- G, 19/D.4 to 20/D.6, F.5118.82 to G/20 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050907 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1427 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Design Strength 4,000 @ 28 days Test Field Max. Date Cure Age Dim. Area G.F. Load 070700 5/16/2007 7 4x8 12.55 0.0 51630 070700 6/6/2007 28 4x8 070700 6/6/2007 28 4x8 070700 H 4x8 070700 070700 070700 070700 Remarks Results Reviewed Bye .Lc4, Comp. Str. (psi) 4,110 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 2 TN N/A 2 2 2 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- B% Form 03101 Aevldon 3 Effect' . pile 5112/13.1 The YMomWbn provided on Oris repo" is prepared for the exdus re we of the client. This report may not be reproduced in any format Mihail the written permission of 1hs client and Krezan & Awed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) nrazan a MlbsvcIaresti, Inc. lau - iotn *Ereel nivr oune 'Ivo, Auourn, WH twuu , tacos) IS4V-LOuu Project No. 066-06316 Weather Sunny CyI. Code 070701 Pour Date 5/9/2007 Report No. 50907-3 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix - Air-- Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) Oct) 15:20 423 805574 5-3/4" 68 63 Placement Area Location Pile 464,465,489,490,500,502,597,615,616,617,618,619, 620,621,623,624 Sampled at 58 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash Ibs. 80 — — . -- 79--- C. agg. Ibs. 1 1943 1937 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1428 1438 Water lbs. 230 210 Air Ent. (oz) Other(oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 24 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070701 5/16/2007 7 4x8 12.55 0.0 57960 4,620 3 TN NIA 070701 6/6/2007 28 4x8 3 070701 6/6/2007 28 4x8 3 070701 H 4x8 3 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 070701 070701 070701 070701 Remarks Results Reviewed By - Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +l- 8% Fenn ostoa Rwyion 9 Effective Date d112t The Worm/don podded en this report N prepared for the .!,Rare uw dere W. 114 report may not be reproduced in any formal Wail the oaten psrmissEm of It* ck.'( and Kneen & Assoc! I(raZar1 �� &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11, 2007 KA No. 066-06316 Permit No. D6425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, RECEIVED MAY 212007 COMMUNITY DEVELOP/SENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAIAN & ASSOCIATES, INC. Com aerp__. Kathryn E. Gd'rdon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 10l • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break i Kazan et Associates, Inc. lout - "Mtn Street NVY suite lUb, Auburn, VVA abuuL, (103) UJU-LbUU Project No. 066-06316 Cyt. Code 070255 Pour Date 4/5/2007 Report No, 24909 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:30 M018 183235 4-114" 65 70 Placement Area Location Pile caps and grade beams, line 16/C -E.12. Grade beams, line 5/C.3 -D Sampled at 35 cyds Remarks Placed by boom pump mechanically consolidated by HIF vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1883 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 263 Alr Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070255 4/12/2007 7 4x8 12.57 0.0 55922 4,448 1 JS N/A 070255 5/3/2007 28 4x8 12.57 0.0 72849 5,800 1 SW N/A 070255 5/3/2007 28 4x8 12.57 0.0 70583 5,620 1 SW N/A 070255 H 4x8 1 070255 070255 070255 070255 Remarks Results Reviewed By 44, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03161 Revision 3 Effective Elsie 5112Ar Th. Information provided on We report i prepared for the exclusive use of the client. This report nosy not be reproduced In er y format without 0m written permission of the dere and Kremlin & Amok rrazan at Associates, Inc. IDU1 - 7otn otreet Pivot bulla 1 uo, AUDUrn, YiIA atsuvt, VW; ;r sa-couu Project No. 066-06316 Weather Sunny Cy!. Code 070254 Pour Date 4/5/2007 Report No. 24910 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete Supplier X Other Miles Time Truck# Ticket # 13:40 M088 183244 CYLINDER REPORT Plant No. 201 Site Mix - Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5-1/2" 67 70 Placement Area Location Pile caps and grade beams, line 16/C -E.12. Grade beams, line 5/C.3 -D Sampled at 90cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566.5 F. Ash lbs. C. agg. Ibs.1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 070254 4/12/2007 070254 5/3/2007 070254 5/312007 070254 070254 070254 070254 070254 Remarks Results Reviewed By ii(; Codes for Break Types: Design Strength 4,000 28 days Date Specimens Rec'd. 4/6/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 56153 4,460 2 JS N/A 28 4x8 12.56 0.0 79359 6,320 2 SW N/A 28 4x8 12.57 0.0 78962 6,280 2 SW N/A H 4x8 2 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fern 03101 Revision 3 EI!.div. O. 5112/01 rn. Ydommllwm prortld.d an tNs mood is prepared for theexclusive use of the dent. This report may not b. reproduoed In any forms without the mitten p. mircbn of M. rent and Itr.znn & Maack ts.razan et Associates, Inc. -13U11 'bill Street Poly Dune -RUo, Auburn, rim wouuc, tcosj a u-LoUu Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070253 Pour Date 4/5/2007 Report No. 24879 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air - Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (In.) (F) (9 (pcf) 14:20 M132 183246 5" 68 71 Placement Area Location Pile caps and grade beams, line 16/C -E.12. Grade beams, line 5/C.3 -D Sampled at 101 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 559 - F. Ash lbs. C. agg. lbs. 1 1860 1880 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1407 Water lbs. 279 263 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070253 4/12/2007 7 4x8 12.58 0.0 57405 4,600 3 JS N/A 070253 5/312007 28 4x8 12.56 0.0 75775 6,030 3 SW N/A 070253 5/3/2007 28 4x8 12.59 0.0 79324 6,300 3 SW N/A 070253 H 4x8 3 070253 070253 070253 070253 Remarks Results Reviewed By j4a Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revision 3 EMdk.e Deist/1210r The hlamlrlon Provided en tee resod is prepared for IM occlusive MO at the deal This Maori may Mol M At/seduced In any format w bout 51. wiled permission Otto steal and Krazan a Assort (razan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, VVA trout/4, %coo/ vao-d..'uu Project No. 066-06316 Cyl. Code 070299 Pour Date 4/9/2007 Report No. 40907-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Mites CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (9 (9 (pcf) 13:30 41 183380 5" 60 54 Placement Area Location Grade beam and pile caps 19/D.4 -E.5, pile cap 19/C.3 Sampled at 5 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.40907-1 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1426 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 4/11/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070299 4/16/2007 7 4x8 12.57 0.0 68146 5,420 1 JS N/A 070299 5/7/2007 28 4x8 12.54 0.0 88690 7,070 1 TN N/A 070299 5/7/2007 28 4x8 12.54 0.0 91020 7.260 1 TN N/A 070299 H 4x8 1 070299 070299 070299 070299 Remarks Results Reviewed By40 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming A Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 0310i INrision znvawe arts d+va The trdometlon provided on this anon Is prepared for the txe uwe use of the dent. Thl report mey not be reproduced h any Ism* without the widen permission of the ck,1 and Kraus & Auoci Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA atsuuz, (Laaj woe-4auu Project No. 066-06316 CyI. Code 070298 Pour Date 4/9/2007 Report No. 40907-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Prosect Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air tin.) (F) (F) (pcf) 15:30 464 790723 5" 66 50 Placement Area Location Piles 598, 599,600,601,626,627,628,629 Sampled 5 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.40907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cem.lbs. 450 450 F. Ash lbs. Slab 80 C. agg. lbs. 1 1943 1942 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1420 Water lbs. 230 205 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 411112007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070298 4/16/2007 7 4x8 12.57 0.0 49646 3,950 2 JS N/A 070298 5/7/2007 28 4x8 12.54 0.0 81560 6,500 2 TN N/A 070298 5/712007 28 4x8 12.54 0.0 79160 6,310 2 TN N/A 070298 H 4x8 2 070298 070298 070298 070298 Remarks Results Reviewed By ii -a; Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Frons 03101 Redeem 3 Mc** Cede 5I13Pa 715 inion+wlbn podded on this report is prepared (or the eed ueire We of the dNY. This roped may not be reproduced h may iamiat whtwi Ur written po,mleslon o! Dr dart rat Knxan ft Meech Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070320 Pour Date 4/11/2007 Report No. 41107-1 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA client Westfield Corp., inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 13:05 69 118875 CYLINDER REPORT Plant No. 203 Site Mix - ..-- - - Mix -- - Air -- Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5 65 51 Placement Area Location Grade beams and pile caps 20/B -C.3, Pile caps B/19, 20/D, 20/D.5, 17/E.6, 18/E.2, 18/D.8, 18/D, 18/C Sampled 3 cyds. Remarks Placed by chute mechanically consolidated by H/F vibration Please refer to Field Report No.41107 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 - F. Ash lbs. C. agg. lbs. 1 1860 C. agg. tbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 562 1854 1419 261 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date Field Cure 070320 4/18/2007 070320 5/9/2007 070320 5/9/2007 070320 070320 070320 070320 070320 Remarks Results Reviewed By 14-f4' Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Max. Area C.F. Load 12.57 12.57 12.57 0.0 0.0 0.0 56390 85118 93049 Comp. Str. (psi) 4,490 6,770 7,400 Date Reviewed Date Specimens Recd. Tested Break Set# By Type 1 JS N/A 1 BH N/A 1 BH N/A 1 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Re.Adon 3 EtfedK. Pete 5'1710e 71r i fomr0on prodded on MIS npert Is prepared for the exclusive use oft the dont. Thi repot mq not be reproduced in erpr format withoutU* vallso permission of the dent and Krazan 3 Assodi Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) rrazan b Associates, InC. 1bU1 - 1btt1 Street Nvv Suite les, Auburn, WA aseuZ, (253) 93y-1bUU Project No. 066-06316 Cyl. Code 070319 Pour Date 4/11/2007 Report No. 41107-2 Weather Mostly Sunny .jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier StOneway CYLINDER REPORT Plant No. 14 Site Mix — - Mix Alr•- • - Unit- - Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 17:25 416 7924732 5 68 61 Placement Area Location Pile 602,603,604,605,606,607,608,609,563,564,567,568, 569 Sampled at 2.5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.41007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 452 F. -Ash lbs. 80 83 C. agg. lbs. 1 1943 1964 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1423 Water lbs. 230 214 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070319 4/18/2007 7 4x8 12.57 0.0 49750 3,960 2 JS N/A 070319 5/9/2007 28 4x8 12.57 0.0 95380 7,590 2 BH N/A 070319 5/9/2007 28 4x8 12.57 0.0 92281 7,340 2 BH N/A 070319 H 4x8 2 070319 070319 070319 070319 Remarks Results Reviewed By4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fan 03,0, Rerfdon 3 Effective Dies twva The NNe,msOon Peirenee en thle taint le Prepared fest .essileelve use of the client. This report may not be reproduced in any formal without 0te written permission of the seen!' and Krazan & Iaroei Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070318 Pour Date 4/11/2007 Report No. 41107-3 JurisdictionCity of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix -- Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 19:20 426 792469 5 65 58 Placement Area Location Pile 602,603,604,605,606,607,608,609,563,564,567,568, 569 Sampled at 52 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.41007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 453 F. Ash lbs.- - ..-. . 80 80 - C. agg. lbs. 1 1943 1964 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1426 Water lbs. 230 214 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # Sy Type 070318 4/18/2007 7 4x8 12.57 0.0 48750 3,880 3 JS N/A 070318 5/9/2007 28 4x8 12.57 0.0 90132 7,170 3 BH N/A 070318 5/9/2007 28 4x8 12.57 0.0 90759 7,220 3 BH N/A 070318 H 4x8 3 070318 070318 070318 070318 Remarks Results Reviewed By Ka' Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Rann 03101 Revision 3 Effective pale 5112/01 The Information peoylsed an this report Y prepared for 0n ..quay. ,. of the Client. This report may not be reproduced , any farmt without thew.flen prmraon of the cleat and Krazan d Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070548 Pour Date 4/26/2007 Weather Cloudy Jurisdiction City of Tukwil Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 42607-1 a Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:35 135 Ticket # 184377 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-3/4" 67 61 Unit Wt. (pct.) Placement Area Location Pile caps and grade beams 12.81B -C.3, C & C.3/12.8-14, D/13, B/14 elevator pit walls 13.1/C -C.3, Grade beams 16/ E.7 -G.5, G.5116-18.82/F.5,17.6/H-E.2, D.6118-19 Piles 337,338 Remarks Placed by boom pump mechanically consolidated by H/F vibrator. Sampled at 15 cyds. Please refer to Field Report No.6316DFR042607-1 Inspector G. Nal Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights 01600 565 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date 070548 5/3/2007 070548 5/24/2007 070548 5/24/2007 070548 070548 070548 070548 070548 Remarks Results Reviewed By K4 -r Field Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.57 0.0 66741 5,310 28 4x8 28 4x8 H 4x8 Date Reviewed Date Specimens Recd. 4/28/2007 Set # 1 1 1 1 Tested Break By Type SW N/A Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Ferro 43101 fierlaten 3 Effective Dale 511210 The information prorked en Nil !*port Y prepared for dr eadusive me of the client. This report may not be reproduced In any formal rdtwra the withal per igfn of the alien, and Krazan d Aasod Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070549 Pour Date 4/26/2007 Report No. 42607-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:00 86 184314 4-1/2" 65 .61 Placement Area Location Pile caps and grade beams 12.8/B -C.3, C & C.3/12.8-14, D/13, B/14 elevator pit walls 13.1/C -C.3, Grade beams 16/ E.7 -G.5, G.5116-18.82/F.5,17.6/H-E.2,D.6118-19 Piles 337,338 Remarks Placed by boom pump mechanically consolidated by H/F vibrator. Sampled at 55 cyds. Please refer to Field Report No.6316DFR042607-1 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.Ibs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1884 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 244 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recrd. 4/28/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070549 5/3/2007 7 4x8 12.57 0.0 45795 3,640 2 SW N/A 070549 5/24/2007 28 4x8 2 070549 5/24/2007 28 4x8 2 070549 H 4x8 2 070549 070549 070549 070549 Remarks Results Reviewed By i" Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03105 RarttMn 8 Elective late 5112 ' Thr Normadon weeded on the report Y prepared tor ON rutdo.ha tee et the dere This roped may not b. Wroduced In any femme 1ho,/ the written permission of the client and Krazan & Assoc* Krazan b Associates, Inc. , 9bU"I - 9bth Street NW Suite 9Uti, Auburn, WA EitsUU1, (1b,5) 9:59-4bUU Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070550 Pour Date 4/26/2007 Report No. 42607-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 15:20 449 800134 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-112" 64 62 Unit Wt. (pct) Placement Area Location Piles 512,513,514,515,546,571,574,575,576,577,610,611, 612,630,631,632 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 451 F. Ash lbs. 80 81 C. agg. lbs. 1 1943 1956 C. agg. lbs. 2 C. agg. lbs. 3 Sand tbs. 1428 1411 Water lbs. 230 212 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other(oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cy!. Test Code Date 070550 5/3/2007 070550 5/24/2007 070550 5/24/2007 070550 070550 070550 070550 070550 Remarks Results Reviewed By j', Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.57 0.0 57621 4,580 3 SW NIA Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Reviewed 3 3 3 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +!- 8% Fenn 03101 AaNYm 3 !0.cil ,u Data 0f120 Tho k*(r en preNdad on Oak report la prepared for the exclusive um of Ole dart. Thin report may not be remoduced h any format without the mitten permission of Ore dent and Kratan i Assoct, 4/28/2007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan 8r Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 88002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Cyt. Code 070551 Pour Date 4/26/2007 Report No. 42607-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Wesffield Corp., Inc. Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 17:15 442 800188 5-1/4" 64 60 Placement Area Location Piles 512,513,514,515,546,571,574,575,576,577,610,611, 612,630,631,632 Sampled at 57 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 455 E. Ash Ibs.-.--- 80 - 78 C. agg. Ibs.1 1943 1956 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1411 Water lbs. 230 215 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 070551 5/3/2007 7 4x8 12.57 0.0 44532 3,540 4 SW N/A 070551 5/24/2007 28 4x8 4 070551 5/24/2007 28 4x8 4 070551 H 4x8 4 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/28/2007 Max. Comp. Tested Break 070551 070551 070551 070551 Remarks Results Reviewed By Kgp Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% P am 03101 RovMton $ f 1petre or. mama The Ycbmnthn prodded on Na nowt la prepared for Ma 'occlusive use of this amt. Thr wort may m1 be reproduced In any lomat rt hnut M. written prmissbn of the dent and Krazan d Assam Kr azan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 980UZ, (x0:3) ass-iouu Project No. 066-06316 Cyl. Code 070575 Pour Date • Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 4/28/2007 Report No. 42807-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 7:35 455 800706 CYLINDER REPORT Plant No. 11 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-3/4" 67 53 Unit Wt. (per Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,6388, 639,644,548,649 Sampled at 15 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. Nail' Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash lbs. 80 81 C. agg. lbs. 1 1943 1938 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1433 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (az) Other (oz) Water Added on Job (gats.) 27 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070575 5/5/2007 070575 5/26/2007 070575 5/26/2007 070575 070575 070575 070575 070575 Remarks Results Reviewed By K.,i6 Field Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.54 0.0 68080 5,430 28 4x8 28 4x8 N 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Rec'd. 5/1/2007 Tested Break Set # By Type 1 SW NIA 1 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Far 00101 Rorhlon 3 Mateo Date 6117104 The WORnilen pounded on ttde report Y wowed for Ure exoxieive uea albs dent INS report hey not bo reproduced In any tonna without the Written pemiaeion d the dent and hi,ara, 6 Aasock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 co. code 070576 Pour Date 4/28/2007 Report No. 42807-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Wesffield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., inc. Contractor Bayley Construction Permit No. D06-245 Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 11 Site Mix Mix Air Unit Skimp Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:46 406 800714 5-112" 65 57 Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,6386, 639,644,548,649 Sampled at 55 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash lbs. 80 81 c. agg. lbs.1 1943 1937 G. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1428 1448 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 23 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Recd. 5/1/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070576 5/5/2007 7 4x8 12.54 0.0 59780 4,770 2 SW NIA 070576 5/26/2007 28 4x8 2 070576 5/26/2007 28 4x8 2 070576 H 4x8 2 070576 070576 070576 070576 Remarks Results Reviewed By itCg(r. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C760 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fpm 03101 Rwrion 1 &a lm Dat•91714 The Hermeticn pfd on this report it prepared kw She ee k,&wa use of the dart Thte mod may not be reproduced in soy banal without the %widen permission of the dent and Krean & Assoc* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (2b3)1310-covu Project No. 066-06316 Cyl. Code 070577 Pour Date 4/28/2007 Report No. 42807-3 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 10:50 457 800722 5" 66 57 Placement Area Location Piles 520,521,522,523,524,525,526,527,528,579,580,581, 582,583,584,585,612,613,633,634,635,636,637,638A,638B, 639,644,548,649 Sampled at 110 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR042807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. tbs. 450 450 F. Ash lbs. 80 80 C. agg. lbs. 1 1943 1937 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1435 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz} Other (oz) Water Added on Job (gals.) 23 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 Q 28 days Date Specimens Recd. 5/1/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070577 515/2007 7 4x8 12.54 0.0 61457 4,900 3 SW N/A 070577 5/26/2007 28 4x8 3 070577 5/26/2007 28 4x8 3 070577 H 4x8 3 070577 070577 070577 070577 Remarks Results Reviewed By 1C Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Faun 03101 Redaon3 EOeature Dili 5/12,6+ The Ydomrelfon crowded an 13Yd report is prepared for the eeas, oe ma of the dant. This report may not be reproduced In arty lomat circa the v 1I.o pemOssion of the dere and Krazan & Assort 1Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070567 Pour Date 4/30/2007 Report No. 43007-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 13:03 92 119143 5" 68 60 Placement Area Location Pile caps and grade beamd 14/J -J.10 and BM4, J.10/14.3-15 Sampled at 6 cyds Remarks Placed by chute and mechanically consolidated by HIF vibrator Please refer to Field Report No.6316DFR043007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash Ibs. C. agg. Ibs.1 1860 1858 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. Water lbs. 1420 1416 Air Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other (cm) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/1/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070567 5/7/2007 7 4x8 12.54 0.0 58360 4,650 1 to N/A 070567 5/2812007 28 4x8 1 070567 5/28/2007 28 4x8 1 070567 H 4x8 1 070567 070567 070567 070567 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) lam 03101 A.V1.bn 3 Ell.dti. Dar. E11110,1 Thein*no.Uar padded on this Apert itpApaad kir tl* induakm use d Ow client This /won may nutno/owducod In any format o0roat Meminim p.rmlonon oM. dlsnt and xrffian s AssoM TUdLal1 Q MaCK141a1.1,1b, 1114. 1J1.? 1 - IJtll • 11 WM 11U11 aunt, IUU, MUUUIIt, YYM dOVUL, tLJJj C100.L'IUU Project No. 066-06316 Cyl. Code 070586 Pour Date 5/1/2007 Report No. 50107-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete Supplier CYLINDER REPORT X Other Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 98 184545 5" 70 60 Placement Area Location Pile caps and grade beams 15/C -D, pile caps 15/E, 151F, 15/G.10 amd 14/G.13 Sampled at 6 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR050107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1416 Air Ent. (oz) 279 259 Other (oz) Other (oz) Other (az) Other (az) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/2/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070586 5/8/2007 7 4x8 12.56 0.0 49674 3,950 1 BH NIA 070586 5/29/2007 28 4x8 1 070586 5/29/2007 28 4x8 1 070586 H 4x8 1 070586 070586 070586 070586 Remarks Results Reviewed By ay., Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 133101 Revision 3 Eff dw. Date sown The YlomndIon provided on this report le prepared for the e,cdwN. sea M the dent. mi. report may not b. reproduced In ivy format without the neaten permission of the dent and Krazen 8 Amory Krazan l Associates, Inc. 15U1 - 15th Street NW suite 1U6, Auburn, WA J8UU2, (253} 939-15UU Project No. 066-06316 Cyl. Code 070600 Pour Date 5/2/2007 Report No. 50207-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix - Air - Unit - Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:06 18 184624 5-1/4" 69 58 Placement Area Location Pile caps and grade beams J.8/16.4-18.82, 18.82 -18.81J - J.8, escalator pit slab J.95/14.5 Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050207 Inspector G. Naiil Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1425 Air Ent. (oz) 279 259 Other(oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/3/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070600 5/9/2007 7 4x8 12.57 0.0 61694 4,900 1 BH NIA 070600 5130(2007 28 4x8 1 070600 5130(2007 28 4x8 1 070600 H 4x8 1 070600 070600 070600 070600 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% From 03101 RSWbn 3 Effective Date 6 IVOt The hbrmet on prodded on this report la prepared for Vie exclusive use el Ma dent. This repast meq not be reproduced h any nbrmst tvrthout the written permission or the dent end Karen & Assn& r razan da Associates, tnc. 1su1 -1 bttl Street NW Suite 1 Ub, Auburn, WA 9tiUUl, (2b3) 93s-LSUU Project No. 066-06316 Cy!. Code 070601 Pour Date 5/2/2007 Report No. 50207-2 Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:37 96 119189 5" 70 59 Placement Area Location Pile caps and grade beams J.8116.4-18.82, 18.82 -18.8/J - J.8, escalator pit slab J.95/14.5 Sampled at 73 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR050207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 565 F. Ash lbs. - C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. 1420 1414 Air Ent. (oz) 279 265 Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 5/3/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070601 5/9/2007 7 4x8 12.57 0.0 70236 5,590 2 BH NIA 070601 5/3012007 28 4x8 2 070601 5/3012007 28 4x8 2 070601 H 4x8 2 070601 070601 070601 070601 Remarks Results Reviewed By !zip' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 0310t Revision Effective Date •511V01 The information provided on this mood 4 Prepared for IM eadrehre use of the cesrd. This report may not be reproduced In any bona( without the written permission of the diem and Krpts, & Aeeod r � 7aIZ &ASSOCIATES, INC. Kr GEOTECHNICAL ENGINEERING e ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 11, 2007 KA No. 066-06316 Permit No. D06-245 Mr. Pat Burns RECEIVED Westfield Corp., Inc. MAY 21 1007 633 Southcenter Seattle, WA. 98188 COMMUNITY DEVELOPMENT RE: Special inspection Westfield Malt Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 25 through May 4, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 7r,,,,kar- 61,-760ff)--- Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06116 dfr «Krazan FIELD &ASSoCIATES,INc. REPORT NO.: 6316DFR042507 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTWNG AND INSPECTION DATE: 04/25/2007 CONTRACTOR: Baley Construction PROJECT* 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LocAT1ON: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Cloudy TEMP: 52 F Discrepant Item Report This report is intended to identify discrepant item observed during the course of today's inspection. 1) The piles at grid 20.3/J.8 pile #'s 516, 517, 519 met refusal at a depth of approximately 74' which Did not allow the W ' wall pipe required for the P3 pile to reach a depth of 25' below the pile cap Bottom as called out per plan detail B1/ST2. There is currently no %" wall pipe in the ground. This is not per plan and requires Engineer review for corrective action and or acceptance. Equipment/Asset Number(s): / � To the best of my knowledge, the above WAS Ity WAS X O performed in accordance with the approved plans, specifications, and regulatny ui�ients. SuperintendentlRepresentative: Technician: /� George Naill Offices Serving the Western United Sta Form 1501 r.i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates_ 1<razari &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR050407 DATE: 05/04/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LocAT1oN: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 53 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile reinforcing steel_piles 516, 517, 518, 519, 547, 548, 549 ,550, 551, 552, 586, 587, 588, 589, 491, 492, 493, 494, 622, 625, 640, 641, 642, 643 revealed resteel To be complete per plans and RFI's. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders reference report # 6316CR050407-1 Thru 6316CR050407-3 for test data. 4) Performed visual inspection of pile cap and grade beam reinforcing steel grade beams G.12/13-15 Pile caps 15.8/N, 15.6/M.4, M/16, K.7/16.4, K.7/17.6 revealed resteel to be complete per plans and Specs and RFI's. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR050407-4 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT ❑ performed in accordance with the approved plans, specifications. and SuperJntendenVRepresentative: Technician: George Nall! Offices Serving the Western United St Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. eJJ.azar1 & ASSOCIATES, IN AYl4200, co„„„„ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERINGi W-Nf CONSTRUCTION TESTING & INSPECTION May 4, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. � —L Kathryn E. G rdon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Milds Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074342 Pour Date 3/5/2007 Report No. 26616 Weather Clear Jurisdiction City of Tukwila Project Wesfeld Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 1:30 135 181635 4-1/2" 54 57 Placement Area Location South end footings. West facing footing Remarks Re -steel checked and verified per plans and specifications Please refer to Field Report No.66455 & 65879 Inspector K. Cornett Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cent. lbs. 564 562 F. Ash Ibs. C. agg. lbs. 1 1860 1854 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1516 Water lbs. 279 141 Air Ent. (oz) Other (az) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 3/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 4x8 1 28 4x8 12.57 0.0 83295 6,630 1 SS N/A 1 074342 074342 4/2/2007 074342 074342 074342 074342 074342 074342 Remarks Results Reviewed By' Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 Date Reviewed X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% F01111-0111.31 Revision 3 Effacers We 5/t2/04 The allormstion lei ted on ttde report Y prepared tor the escare re ore e of the tient. 11* report mey not 1» reproduced h in1y lomat wlt se the written permission of the eland and Krzran 8 Assad: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070102 Pour Date 3/20/2007 Report No. 32007-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket# 1 Air (in.) (F) (F) Oct) 13:10 135 182399 4-1/2" 62 54 Placement Area Location Grade beams 6/K -m, K/5 -6.6,L/5 -6,M/5 -7.6,M -N/7.6-7.7 8/M.11 Sampled 2 cyds out of 11.5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. rbs. 564 560 F. Ash lbs. C. agg. Ibs.1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/21/2007 Cyf. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 56334 4,480 2 BH N/A 28 4x8 12.57 0.0 72505 5,770 2 JS N/A 28 4x8 12.57 0.0 80432 6,400 2 JS N/A H 4x8 ---- — 2 070102 3/27/2007 070102 4/17/2007 070102 4/17/2007 --X7402 070102 070102 070102 070102 Remarks Results Reviewed By eyj' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM-C1231— ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 0 101 always Dare 31I7/01 The IM.mrlon provided .n 0701 report k prepaid to the exduehre use of the dent. Mt report may not b mpmoduesd In any format %Nw,e the written peen eebn of llu dere .N Kazan a Awed: Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070151 Pour Date 3/26/2007 Report No. 32607-1 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:22 448 783440 Flow 60 42 Placernent Area Location Driven grout piles 504,466,505,468,438A,471,469,473,510, 475,480,511 Sampled at 5 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. tbs. 940 938 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other(oz) Other (oz) Water Added on Job (gals.) 65 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/27/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dirn. Area C.F. Load Str. (psi) Set # By Type 070151 4/2/2007 7 2x4 3.15 0.0 15177 4,820 1 BH N/A X ASTM C39 070151 4/23/2007 28 2x4 3.15 0.0 23579 7,490 1 SW N/A ASTM C109 070151 4/23/2007 28 2x4 3.15 0.0 22450 7,130 1 SW N/A ASTM C617 07 H - 2x4 - 1 X ASTM C 1231 Laboratory Test Methods 070151 070151 070151 070151 Remarks Results Reviewed By /44" Codes for Break Types: Date Reviewed ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03301 RrvYbn 8 ERarthe bate 611210. TN Information poylded on Ede apart le prepared car lie exclusive up of he diet Thla neat may eel be reproduced In any kneel Mahout Oar widen permission of the ciao[ end Krazan d Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070150 Pour Date 3/26/2007 Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 32607-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 13:05 75 Other Ticket # 182725 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 4-1/2" 63 Site Mix Air Temp. (F) 58 Unit Wt. (pcf) Placement Area Location Grade beams N.2/5-7, M.3/12-12.8, 13/K -L.3 Sampled 1 cyd out of 5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032307 inspector G. Naiil Reported Batch Data Mix No. Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Design Actual Weights Weights 01600 01600 ' Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code 070150 070150 070150 070150 070150 070150 070150 070150 Remarks Test Date 4/2/2007 4/23/2007 4/23/2007 Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 Design Strength 5,000 @ 28 days Dim. 4x8 4x8 4x8 H - 4x8— Area 12.57 12.58 12.58 C.F. 0.0 0.0 0.0 Max. Load 56064 78737 75372 Date Specimens Recd. 3/27/2007 Comp. Tested Break Str. (psi) Set # By Type 4,460 2 BH N/A 6,260 2 SW NIA 5,990 2 SW N/A Laboratory Test Methods Date Reviewed 2 X ASTM C39 ASTM C109 ASTM C617 -X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fpm 03101 Revision 3 Ethectles Deb 5t12101 This iiommtion pmaided en Mk report is p,wed for Me seclusive iw of 0r client This mtpf maw not 1'. reproduced in eny bmmt *demi the written p er iesbn of the dent snd *emir. d Moore Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070166 Pour Date 3/27/2007 Report No. 32707-1 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier StOneWay Other Time Truck# 8:30 449 Ticket # 784044 CYLINDER REPORT Plant No. 14 Slump % Air (in.) Flow Site Mix Mix Air Unit Temp. Temp. Wt. (F) (F) (PO 61 49 Placement Area Location Driven grout piles 467,438B,506,470,472,508,478,476,509, 474,423,419,373 Sampled 8 cyds out of 48 cyds placed Remarks Placed by grout pump Please refer to Field Report Na.6316DFR032707 Inspector G. Naill Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 953 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2320 Water lbs. 460 376 Air Ent. loz) Other(oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 75 Actual Weights 10000 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date 070166 4/3/2007 070166 4/24/2007 070166 4124/2007 070166 Field Cure 070166 070166 070166 070166 Remarks Results Reviewed By et 6, Codes for Break Types: Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/28/2007 Age Dim. Area C.F. 7 2x4 3.14 0.0 28 2x4 3.16 0.0 28 2x4 3.16 0.0 H 2x4 Max. Load 14486 21270 20390 Comp. Str. (psi) 4,610 6,730 6.450 Date Reviewed Set # 1 1 1 1 Tested By JS TW TW Break Type N/A N/A N/A 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Mohr D. 011210' The Infornennon provided co Ns repot is prepared Idles .zthu. ve use or the dent. This report may ret to repredueed h any turma without the eaten p.mYesin of the dot end waxen B Amend Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X—ASTM-CT231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070165 Pour Date 3/27/2007 Report No. 32707-2 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:10 134 182800 5" 63 54 Placement Area Location Grade beams L/12-13, 13/J -J.8. Pile caps K.313, L.1/3, L.913, M.11/3 Sampled 1.5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. egg. lbs. 1 1860 1869 C. agg. lbs. 2 C. egg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/28/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070165 4/3/2007 7 4x8 12.56 0.0 56133 4,470 2 SS N/A 070165 4/24/2007 28 4x8 12.59 0.0 73500 5,840 2 TN N/A 070165 4/24/2007 28 4x8 12.59 0.0 75490 6,000 2 TN NIA -70465- — - H 4x8 - - - 2 070165 070165 070165 070165 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 -X—ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fam 05101 Revision 3 Elletlhw a01e 6/120 The Yionneeon provided an els report Is prepared far eo exclusive use oleo cane This report may not be repedu,.d In any kernel wkhme 10 wiles pwmiseion *heart and kreer, 6 Mooch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070172 Pour Date Weather Mostly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 3/28/2007 Report No. 32807-1 Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 10:00 410 784839 CYLINDER REPORT Plant No. 14 Slump % Alr (In.) Flow Mix Temp. (F) 62 Site Mix Air Temp. (F) 49 Unit Wt. (Pcf) Placement Area Location Driven grout piles north pedestrian bridge piles NW piles, NE pile Sampled 2 cyds out of 5 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR032807 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cent. lbs. 940 F. Ash lbs. C. agg. lbs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2287 Water lbs. 460 390 Air Ent (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other(oz) Other (oz) Water Added on Job (gals.) 65 Actual Weights 10000 950 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Cyl. Code 070172 070172 070172 070172 Test Date 4/4/2007 4/25/2007 4/25/2007 Field Cure Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.16 0.0 12477 3,950 21755 6,900 20210 6,440 Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/29/2007 Max. Comp. 070172 070172 070172 070172 Remarks Results Reviewed By Kg' Codes for Break Types: 28 2x4 3.15 0.0 28 2x4 3.14 0.0 ---H 2x4 -- 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Set # 1 1 1 1- Tested By BH SW SW 3: Cone & Shear 4: Shear Form 03101 FidYen 1 OW** DO*1012.161 TT* hknn.don Ymorid.d on Ms *pod Is pnpam.d forth. *tlsMe we dela c0 & 11* m.Pa1 may nM M wannest h ony band mMhemt 01. *Men *minion dlhe can* and Kwan & Assad Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070173 Pour Date 3/28/2007 Report No. 32807-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 135 118759 4" 63 57 Placement Area Location Grade beams 6/D.4 -C.3, 7/D-E,D/6-7, E/6 -7,E.5/6-7. Walls planter box grid D.3 -E/7-7.75, Pile caps K.3/2.5, L.1/2.5, L.9/2.5, M11/2.5, 3/J.12 Sampled at 1.5 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR032807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 570 F. Ash Ibs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/29/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070173 4/4/2007 7 4x8 12.60 0.0 62473 4,960 2 BH N/A 070173 4/25/2007 28 4x8 12.59 0.0 73466 5,840 2 SW N/A 070173 4/25/2007 28 4x8 12.59 0.0 80913 6,430 2 SW N/A -4x8 - 2 1 070173 070173 070173 070173 Remarks Results Reviewed By 1k ' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C'123 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +I- 8% Form 03101 Revlsbn 0 Effecters Die 912)0 The Pi -demotion provided on this report Y prepared for the exclusive use of the client This resort may nor be reproduced in any format without the w,Oten pemYesbn tithe dent rd Kraran & Actors Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Sunny Cyl. Code 070195 Pour Date 3/29/2007 Report No. 32907-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete X Supplier Stoneway Other Time Truck# 8:18 406 Ticket # 785363 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 62 49 Unit Wt. (pcf) Placement Area Location Driven grout pile # 71 Sampled at 1 cyd out of 2.1 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032907 Inspector G. Naill Reported Batch Data Design Weights Mix No. 10000 Cem.Ibs. 940 948 F. Ash lbs. C. agg. lbs. 1 C.agg.lbs.2 C. agg. lbs. 3 Sand lbs. 2309 2312 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 20 Actual Weights 10000 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Cyl. Code Test Date 070195 4/5/2007 070195 4/26/2007 070195 4/26/2007 070195 -- 070195 070195 070195 070195 Remarks Results Reviewed By Ka' Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Date Specimens Recd. 3/30/2007 Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.14 0.0 12934 4,132 28 2x4 3.15 0.0 21530 6,830 28 2x4 3.15 0.0 20030 6,360 H 2x4 - Date Reviewed Set # 1 1 1 1 Tested Break By Type JS TN TN 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% FOM, 03101 Revision en anye Dole snares The infamkton provided on this won Is prepared tor do esal,.Ive use of the mean. This 'spat may not be reproduced in ay rank without me written permission of the dent rw Krezar a Assoc: Laboratory Test Methods WA X ASTM C39 N/A ASTM C109 N/A ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070213 Pour Date 3/30/2007 Report No. 33007-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 16 182968 4" 66 57 Placement Area Location Grade beams 2.6/J.5-J.12,C.3/5-6,D/5-6, E/5-6,5/D-E,6/E.5- G. Pile caps 2.6/J.5,2.5/J.12,J.5/3,L.1/3,L.9/3,M.11/3 Escalator pit walls B.716.3 Sampled at 5 cyds. Remarks Placed by boom pump, mechanically consolidated by H1F vibrator. Please refer to Field Report No.6316DFR033007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070213 4/6/2007 7 4x8 12.55 0.0 52180 4,160 1 JS N/A 070213 4/27/2007 28 4x8 12.55 0.0 75760 6,040 1 TN N/A 070213 4/27/2007 28 4x8 12.55 0.0 80310 6,400 1 TN N/A 070213 H - -- 1x8 - - . — - • 1 - -. 070213 070213 070213 070213 Remarks Results Reviewed By ri Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 ASTM -C123-1 — ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 08101 Revision 8 Ethdlve pee 6/11164 The Ydonnel om provided on this report is prepared for the wdwtn ins of the dint. This report may not be reproduced M >e7 format "Mout the written pe ntsehn of the tient and Iden d &mock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070214 Pour Date 3/30/2007 Report No. 33007-2 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Feld Data Concrete X Other Supplier Miles Time Truck# Ticket # 13:45 74 182974 CYLINDER REPORT Plant No. 201 Slump % Air (In.) 5,, Mix Temp. (F) 65 Site Mix Air Temp. (F) 55 Unit Wt- (pd) Placement Area Location Grade beams 2.6/J.5-J.12,C.3/5-6,0/5-6,E/5-6,5/D-E,6/E.5- G. Pile caps 2.6/J.5,2.5/J.12,J.5/3,L.1/3,L.9/3,M.11/3 Escalator pit walls B.7/6.3 Sampled at 51 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR033007 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cam. lbs. 564 F. Ash lbs. C. agg. tbs. 1 1860 1876 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 263 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights 01600 610 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code 070214 070214 070214 070244 Test Date 4/6/2007 4/2712007 4127(2007 070214 070214 070214 070214 Remarks Results Reviewed By� Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Date Specimens Rec'd. Dim. 4x8 4x8 4x8 4x8 Area 12.56 12.55 12.55 Max, Comp. Tested Brea C.F. Load Str. (psi) 0.0 46838 3,730 0.0 80540 6,420 0.0 83330 6,640 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Set # By 2 JS 2 TN 2 TN Date Reviewed 2 Type N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 - ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fane, 03101 R.rsbf Modes Dale 5/17p4 71a Ineterrollon peefeed en ties report is pepaed for the exclusive use of die dent This report may not be ngoduwd Y1 Any bend **loot tia tele, penieebn 0IIhs aleft and Krim A Meaab Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070238 Pour Date 4/3/2007 Report No. 40307-1 Weather Sunny Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WAArchitect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 16 182968 4" 66 57 Placement Area Location Grade beams 5/E -F.9, C.3/5-6. Pile caps A/16,A/17,A/18, A/19,A/20,B/16,B/17, B/18 Sampled at 15 cyds. Remarks Placed by boom pump, mechanically consolidated with H/F vibrator Please refer to Field Report No.6316DFR040307 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. lbs. 564 576 F. Ash lbs. C. agg. Ibs. 1 1860 1890 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1415 Water lbs. 279 253 Air Ent (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM 0138 ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 52223 4,150 1 JS N/A 28 4x8 12.59 0.0 67110 5,330 1 JP N/A 28 4x8 12.57 0.0 73030 5,810 1 JP NIA 070238 4/10/2007 070238 5/1/2007 070238 5/1/2007 070238 x8 070238 070238 070238 070238 Remarks Results Reviewed By A4. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn ca191 tae aba a Ells . ore S112/0.0 The beformation padded on Ns report le prepared for de doluel,e use dthe cleat This report Inly not be repaduced in my format about the olden permission of the rent and Krazan a Mwck Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070512 Pour Date 4/24/2007 Report No. 42407-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:11 92 184162 5-1/4" 65 52 Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 25 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F, Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 243 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data cyr. Test Code Date 070512 5/1/2007 070512 5/22/2007 070512 5/22/2007 0705t2 070512 070512 070512 070512 Remarks Results Reviewed By, Design Strength 4,000 @ 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 54170 4,309 1 JP N/A 28 4x8 1 28 4x8 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 A AS i M C123T --- ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 0]161 Andebn a Omer, Dein 6/12. Ths hWmWbn p,oMd.d o , It& Mort is prepsret for the exclusive use ofthe d,.t This report limy , bs rspod,ced In err/ bumf without the entail psmtlsabn of tl,e sled and Kwan 4 Awuck Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070511 Pour Date 4/24/2007 Report No. 42407-2 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 13:30 88 184166 5" 64 52 Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 55 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1868 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water Ibs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070511 5/1/2007 7 4x8 12.57 0.0 45298 3,600 2 JP N/A 070511 5/22/2007 28 4x8 2 070511 5/22/2007 28 4x8 2 0/0511 - - H 4x8 2 070511 070511 070511 070511 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X -ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03}01 R.rA.isn 3 Maw Dee 6/12/134 The Inemrlon molded an this mod is pnpr d For Ow manta a.e of the alert This neat may etb.reproduced in ow tamedwlhat beware peneeaisn of the dent end Krone IL A..oci Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070513 Pour Date 4/24/2007 Report No. 42407-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 14:24 001 Ticket # 119074 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (In.) (F) (F) (pct) 5" 65 53 Placement Area Location Pile caps and grade beams 14.6 -15/J -K, J.8/15-16.4 and Grade beams grid 16 -18/C -E.12 Sampled at 112 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR042407 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. tbs. 3 Sand lbs. 1420 1423 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual We€ghts 01600 562 0 Field Test Methods z ASTM 0143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 070513 5/1/2007 070513 5/22/2007 070513 5/22/2007 070513 070513 070513 070613 070513 Remarks Results Reviewed By /444" Design Strength 4,000 @ 28 days Date Specimens Rec'd. Age Dim. Area C.F. 7 4x8 12.57 0.0 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 49930 Comp. Str. (psi) 3,970 Date Reviewed Set # 3 3 3 3 Tested By JR Break Type N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 ROviebn 7 Efh ctly. Dl. 5112101 Tlr. ilformallon provided on Eh* raped is pr.o.r•d for 1n..xtluw. use N Or. taxi. Thr noon miry not M r.aroducwd In way lmmal+whout On wit.. p.aWesbn dth. client .rd Krazan A Assad: i('aZan & ASSOCIA TES, IN 7Ceiveo HAY .1410 err WinP464.1. GEOTECHNICAL ENGINEERING • ENVIRONME CONSTRUCTION TESTING & INSP April 27, 2007 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, NTAL ENGINEERING ECTION KA No. 066-06316 Permit No. D6-425 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 9$371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070153 Pour Date 3/23/2007 Report No. 32307-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 464 782735 Flow 60 50 Placement Area Location Driven grout piles 358,414,372,411,371,369,451,449,447, 479. Auger cast piles 457A, 418A Sampled at 13 cyds. Remarks Placed by grout pump. Please refer to Field Report No.631 6DFR032307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2315 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 82 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/27/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 0.0 15012 4,780 1 BH N/A 28 2x4 3.14 0.0 24534 7,810 1 JS N/A 28 2x4 3.1 4 — 0.0 - 24678 7,860 1 _. JS N/A H 2x4 1 070153 3/30/2007 070153 4/20/2007 070153 — -412012007- 070153 070153 070153 070153 070153 Remarks Results Reviewed By i` Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM1:b17 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% ,om, 03101 ierlaion 3 Effective Dr. ertzlw information mantled an the report is prepared kr Om excesHe use al the anent. This span may not be reprod eed In any anal without the *filen pin of to dent and Kirwan & Aaaor2 Krazan & Associates, Enc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070149 Pour Date 3/23/2007 Report No. 32307-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 75 118697 5" 64 48 Placement Area Location Pile caps, grade beams 6/M -N.2, N/6.8-7.7 Sampled 1.5 cyds out of 7 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032307 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 562 F. Ash Ibs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1424 Water lbs. 279 260 AIr Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data 0 070149 4/20/2007 070149— 4/20/2007 070149 070149 070149 070149 070149 Remarks Results Reviewed By Design Strength 4,000 © 28 days Date Specimens Rec'd. 3/27/2007 Cyl. Test Field Max. Comp. Tested Brea Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 70149 3/30/20077 4x8 12.56 0.0 50605 4,030 2 BH N/A 28 4x8 12.55 0.0 75510 6,020 2 TN N/A 28 4x8— 12;55 0:0--=80700-6.430 2 - 11'st—NTA H 4x8 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 8% Peen 03/D/ gwrwna Mellon Dale 6H2/Or The intimation I.o.Ned an Or. repel Y premed forth. eandue u. use of Pie alert. The report may red be r.podle d l any former without the widen p.+Nmion of the dint end K,va, & M.odi Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTMT 6 7— X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 070152 Pour Date 3/23/2007 Report No. 32307-3 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:45 436 783411 Flow 63 53 Placement Area Location Driven grout piles 358,414,372,411,371,369,451,449,447, 479. Auger cast piles 457A, 418A Sampled at 58 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2319 Water lbs. 460 375 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other(oz) Water Added on Job (gals.) 85 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 a 28 days Date Specimens Recd. 3/27/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070152 3/30/2007 7 2x4 3.14 0.0 15354 4,890 3 BH N/A 070152 4/20/2007 28 2x4 3.14 0.0 20525 6,540 3 JS N/A 070452 -4/20/2007 ---28 --2x4 3.14 0.0 11926 6,980` —3 JS N/A 070152 070152 070152 070152 070152 Remarks Results Reviewed By l_J� H 2x4 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03W1 Rin a Es dh.D.Y 6N2A04 The inforrnedon Familial an me report r prepared for Me eadwEve me of 1M dl.nt. This report may not be reproduced In any format without M. seinen pemhscn e1 the client end Krazan a As1o011 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070151 Pour Date 3/26/2007 Report No. 32607-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 8:22 448 783440 Flow 60 42 Placement Area Location Driven grout piles 504,466,505,468,438A,471,469,473,510, 475,480,511 Sampled at 5 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032607 Inspector G. Nail! 'Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 938 F. Ash lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water Ibs. 460 390 Air Ent. (02) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 65 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Test Field Design Strength 5,000 Code Date Cure Age Dim. Area C.F. 070151 4/2/2007 7 2x4 3.15 0.0 070151 4/23/2007 28 2x4 3.15 0.0 070151-4/23/2007— 28- — 2x4 3.15 0.0 070151 H 2x4 070151 070151 070151 070151 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% 28 days Date Specimens Recd. 3/27/2007 Max. Comp. Tested Break Load Str. (psi) Set # By Type 15177 4,820 1 Laboratory Test Methods BH N/A X ASTM C39 23579 7,490 1 SW NIA ASTM C109 22450 —74-30— -1 SW. --_N/A_ ASTM C617 1 X ASTM C1231 ASTM C780 Other Date Reviewed Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) ram 09101 Rnneion 8 FJredv. NM 5/12i0.1 Th. werm.pon provkied on Vela `.port le prepared for Vu.vi sire ,ae urn` char. Thra report may not he reproduced 1r wry lomat without the waren permission of the dare and Krazan a Assoc* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070150 Pour Date 3/26/2007 Jurisdiction City of Tukwila Report No. 32607-2 Permit No. D06.245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Reid Data Concrete X Other Supplier Miles Time Truck# 13:05 75 182725 CYLINDER REPORT Plant No. 201 Mix Slump Temp. Ticket # % Air (in.) (F) 4-1/2" 63 Site Mix Air Temp. (F) 58 Unit WL (pcf) Placement Area Location Grade beams N.2/5-7, M.3/12-12.8, 13/K -L.3 Sampled 1 cyd out of 5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032307 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 253 Air Ent. (oz) Other(oz) Other (oz) Other (az) Other (oz) Water Added on Job (gals.) Actual Weights 01600 562 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM G231 Laboratory Data Cyl. Code Test Field Date Cure Design Strength 5,000 © 28 days Date Specimens Rec'd. 3/27/2007 Max. Comp. Tested Break Load Str. (psi) Set # By Type 56064 4,460 2 BH N/A 78737 6,260 2 SW N/A 75372 5,990 2 - SW N/A Age Dim. Area C.F. 070150 4/2/2007 7 4x8 12.57 0.0 070150 4/23/2007 28 4x8 12.58 0.0 070150 4/23/2007 28 4x8 12.58-0.0 070150 H 4x8 070150 070150 070150 070150 Remarks Results Reviewed By K1_(,, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 2 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fan 03101 Reviehe 3 Effective Diva SAM The i ierine0on provided err INN report ie prepare for the madly. use of Or cert TNe report rn.y nor he rmpmduoed h my/ famed %Owl rho %oWn paean date client and lean & Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070344 Pour Date 4/13/2007 Report No. 41307-1 Weather Cloudy Project Wesfeld Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket# % Air (in.) (F) (F) (pcf) 13:15 92 183628 5° 61 56 Placement Area Location Pile caps 16/G.7, 16/J, 17.6/G.1, 17.6/H Sampled at 2 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs.1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 0 Field Test Methods z ASTM 0143 ASTM C138 x ASTM 01064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyt. Test Field Max. Code Date Cure Age Dim. Area C.F. Load 070344 4/20/2007 7 4x8 12.55 0.0 31422 2,503 1 JS N/A 070344 5/11/2007 28 4x8 1 Design Strength 4,000 a 28 days Date Specimens Recd. 4/16/2007 Comp, Tested Break Str. (psi) Set # By Type 070344 5/11/2007— 28 4x8 1 070344 070344 070344 070344 070344 Remarks Results Reviewed By lee Codes for Break Types: H 4x8 Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 EIIWH/ Dade 5/12 The livIonnstion provided an his report la prepared kr hie exclusive leis of the okra This wpol airy not be lapadiaed to any band with,( the When permission of the eller( and Ryazan 8 Asaock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070340 Pour Date 4/14/2007 Report No. 41407-1 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 7:27 455 793098 5-1/2" 64 52 Placement Area Location Piles 426,425,424,423A,423B,421A,421 B,463A,463B,458, 459,460461, 485,486,487,488, 483A,483 8,481, 482, 543A, 544,545,562,565,569,570,572, & 573 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.41407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 448 F. Ash Ibs. 80 81 C. agg. Ibs. 1 1943 1928 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1428 1445 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (az) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 a 28 days Date Specimens Rec'd. 4/17/2007 Cyl. Test Field Max. Comp. Tested Brea Code Date Cure Age Dim. Area C.F. Load Sir. (psi) Set # By Type 070340 4/21/2007 7 4x8 12.58 0.0 60099 4,780 1 SW N/A 070340 5/12/2007 28 4x8 1 070340 5/12/2007 28 4x8 070340 H 4x8 070340 070340 070340 070340 Remarks Results Reviewed By /leg -4 Date Reviewed 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5; Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% nom 03131 R.,f.lon 3 Enid, D. 51120 Tin Hamrllan p.gd.d an Ns r.pa! M prspred Ior1h.. elusive use al tie dirt Ylts r.porl may nota r.ryado..d 1n an Corral mann 11.,Alin ps miwion olth. cJlerw and wean 5 A.eock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070369 Pour Date 4/14/2007 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 41407-3 Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 11:20 468 793932 CYLINDER REPORT Plant No. 11 Slump % Air (in.) 5.1 Mix Temp. (F) 64 Site Mix Air Temp. (F) 53 Unit Wt. (pcf) Placement Area Location Piles 426,425,424,423A,423B,421 A,421 B,463A,463B,458, 459,460,461,485,486,487,488,483A,483B,481,482, 543A, 544,545,562,565,569,570,572, & 573 Sampled at 114 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.41407 Inspector G. Naill Reported Batch Data Design Weights Mix No. 448174 Cern. lbs. 450 F. Ash lbs. 80 C. agg. Ibs. 1 1943 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1434 Water lbs. 230 210 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 15 Actual Weights 448174 452 80 1932 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyF. Code 070369 4/21/2007 070369 5/12/2007 070369 5/12/2007 Test Field Date Cure Design Strength 4,000 28 days Date Specimens Recd. 4/17/2007 Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.58 0.0 67558 5,370 28 4x8 070369 070369 070369 070369 070369 Remarks Results Reviewed By 0 (-` Set # 3 3 Tested Break By Type SW N/A 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 8% 3 3 Date Reviewed 3: Cone & Shear 4: Shear F30 103101 R..rlon 3 EtlWlre Dy 011V11i The irlum tirt pm*sd an Itis report it prowled Onnu arduehr use al the dent This report mayn't wwproduatCkany fntnrt%ewe the *Mon permission of 66464 a* Wargo a Awed: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Cyl. Code 070422 Pour Date 4/18/2007 Report No. 41807-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:23 001 183787 4-3/4" 60 43 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 36 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. Ibs. 1 1455 1456 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1324 Water lbs. 275 258 Air Ent. (oz) Other (az} Other (oz) Other (oz) Other fox) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 a 28 days Date Specimens Recd. 4/20/2007 Cyl. Test Field Max. Comp. • Tested BreaN Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070422 4/25/2007 7 4x8 12.59 0.0 55765 4,430 1 SW N/A 070422 5/16/2007 28 4x8 1 070422 5/16/2007 070422 070422 070422 070422 070422 Remarks Results Reviewed Sy 28 4x8 H 4x8 Date Reviewed 1 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other f Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Rwisinn 3 Effedh i Wfp 0112107 /he information prmided on this report k prepared for 0. masts me of the *ant. 11* report raw not tie reproduced Pi any *mat *Pled the we*" permission* the client and *man & Ae5o Krazan & Associates, Inc. '(501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070423 Pour Date 4/18/2007 Report No. 41807-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:45 91 183790 5" 60 43 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 65 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1338 Water lbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM Cl 73 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 a 28 days Date Specimens Recd. 4/20/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070423 4/25/2007 7 4x8 12.59 0.0 62160 4,940 2 SW N/A 070423 5/16/2007 28 4x8 2 070423 5/16/2007 28 - 4x8 070423 H 4x8 070423 070423 070423 070423 Remarks Results Reviewed By er Date Reviewed 2 2 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pam 03301 Revision 3 Elfedfve Die /I2IC The idermeflon NevNed on lis next Is prepped for the ettlwWe use of the dent. This sport may not b• reproduced shy formal without the widen pe,m salon tithe din and Krems & Assoc* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070424 Pour Date 4/18/2007 Report No. 41807-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:35 98 118959 5-1/2" 62 44 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 130 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F Vibrator. Please refer to Field Report No.6316DFRO41807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 515 F. Ash Ibs. C. agg. lbs.1 1455 1450 C. agg. Ibs. 2 485 492 C. egg. Ibs. 3 Sand Ibs. 1333 1328 Water Ibs. 275 256 Air Ent. loz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age 070424 4/25/2007 7 070424 5/16/2007 28 4x8 070424 5/1W/2007— 28 4x8 Design Strength 3,000 @ 28 days Date Specimens Recd. 4/20/2007 Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.59 0.0 58232 4,625 3 SW N/A 070424 H 4x8 070424 070424 070424 070424 Remarks Results Reviewed Bye 3 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 3 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 08101 Revision 8 Effective Date 51171' 11,. Womr6n moiled en tNe report Is prepared for the exclusive use dew dent TNs report may not be reproduced In rev fennel without the oaten permission of the aunt and Kazan It Mired Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070425 Pour Date 4/18/2007 Report No. 41807-4 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 8:00 752 193800 5-114" 62 44 . Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 183 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 486 C. agg. lbs. 3 Sand lbs. 1333 1332 Water be. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 3,000 a 28 days Date Specimens Recd. 4/20/2007 Cyl. Test Field • Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070425 4/25/2007 7 4x8 12.59 0.0 51498 4,090 4 SW N/A 070425 5/16/2007 28 4x8 4 28 4x8 070425 5/16/2007 070425 070425 070425 070425 070425 Remarks Results Reviewed By H 4x8 Date Reviewed 4 4 Laboratory Test Methods X ASTM 039 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% pone os101 Revision 7 E$.ai.. Cele 611201 The billedmellorr Provided brr dds report Y prepared fordo recol"i.r use oldie tient. 1Hs resat eery nal be reproduced In .lir loner *Shout ths+Mit.n ,.lm 1n of the dent and Konen a Awad Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070426 Pour Date 4/18/2007 Report No. 41807-5 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant ?4o. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:30 96 118967 5-1/2" 61 44 Placement Area Location Slab on grade, grid 8 -12/F -K at 8, G.3 -K at 12 Sampled at 225 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR041807 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 15CQVW 15CDVW Cern. lbs. 520 517 F. Ash lbs. C. agg, lbs. 1 1455 1450 C. agg. lbs. 2 485 484 C. agg, lbs. 3 Sand tbs. 1333 1329 Water lbs. 275 257 Air Ent (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070426 4/25/2007 7 4x8 12.59 0.0 57150 4,540 070426 5/16/2007 28 4x8 Design Strength 3,000 @ 28 days Date Specimens Recd. 4/20/2007 070426 5/16/2007 28 4x8 070426 H 4x8 070426 070426 070426 070426 Remarks Results Reviewed By, Date Reviewed Laboratory Test Methods 5 SW N/A X ASTM C39 5 ASTM C109 5 5 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 R.v4bn ERocifoo a 5/12/04 Th. Nnrmrbn p o d.d on Ms neons prepared for the axakfohro up of m. arm. 'f1+4 repot R+Y na bs rsAndsfissd it rN band Winds!' bk. sde bn prnssbn d ins alent end brawn d Assoc: '=-„:... Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 26, 2007 KA No. 066-06316 Permit No. D06-245 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, RECEIVED MAY 1 4100x, CUNITM p�NT In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 18 through April 23, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHHIpm_ CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316A- --1(ra.Zan_ &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/18/2007 FIELD REPORT NO.: 6316DFR041807 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRA7AN PROJECT MANAGER: K.E.G. WEATHER: Mostly CI TEMP: 53 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of slab on grade reinforcing grid 8 -12/F -K@8 to G.3 -K@12 revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 5 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR041807-1 thru 6316CR041807-5 for test data. Epoxy Dowel 1) Performed visual inspection of epoxy dowels per detail AIS5.1 and RFI 390R2 at lines 7/A.75 -B And B/7-8 verified hole prep, bar size and embedment using Hilti HY-150 epoxy per plans & specs Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved p ans, specifications, and re Superintendent/Representative: Technician: George Naim Offices Serving the Western United State Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. ,w az an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-18-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall WELDING INSPECTION REPORT NO.: 6316SS041807 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 58 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. Item(s) inspected: MATERIAL ID X U.T. M.T. P.T. Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Location: Piles # 489, 490, 501, 503, 635 Site stock splices 1, 2 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3116" 1/4" 5116" 3/8" Other: Codes: X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on piles # 489, 490, 501, 503, 636 and site stock --Splices- # 1,2- with no relevant -indications -noted -reference report # 6316NDE041807for-test lata. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a.: e WAS / AS NOT performed in accordance with the approved plans, specifications, and regulatory -re Superintendent/Representative: Technician: George Naill� re 05104 welding Inspection Repon.doc Teton Effective Date: 525105 The information provided on this report is prepared for the =elusive use of the client. This report may not be reproduced in any format without the written permission a the cheat and Krazan & Associates. VIM MEL ~IS aZ an- &ASSocIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-18-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041807 CONTRACTOR: Belay Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Cloudy TEMP: 57 F X STRUCTURAL STEEL FIELD/SHOP WELDING F ix] V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other Material Alloy CIS Weld Joint CJP Standard No. AWS D1.1-1/Table 6 Xx Material Thickness Various Weld Process FCAW Calibration Standard IIW Type 1 or DSC xx Ref. Dwg/detail Ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb --web. N.S.E.W.=compass directions. t=top. Bottom. T&Bf=top and bottom flange. Full pen splices of pipe piles .375 TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. to .375 by 18" dia. And .375 to .500 by 18" dia. Site spliced stock .500 x 18" dia. PCMK I Grid Lina0 9 g V 0 i o 1W d i7 R PROCEDURE LEGEND tWt� J DEFECT LEVEL E. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) 2 1W11 J DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END 'V" Splice 1 1 x 70 1.2 69 Splice 2 1 x 70 1-2 69 Pile # 501 1 X 70 1-2 69 Pile # 503 1 X 70 12 69 Pile #489 1 X 70 1.2 69 Pile # 490 1 X 70 1-2 69 Pile # 635 1 X 70 11 69 Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK EQUIPMENT/ASSET NUMBER(S): Make: USN 58L SN 013K1L QTY Conforming Welds: 7 Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 7 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abo 'WAS Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and reguiato quilt Technician: George NailL _- 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Vatkeyave. N.W. Suite 10I Pu . , ' a. 98371 • (253) 939-2500 1025 Lone Palm Ave., #86, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3 , Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 144`h Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5125105 1/20/05 The information provided on this report is prepared for the exclusive use oldie client. This report may not he reproduced in any format without the written permission of the cheat and Krazan & Associates. azZ&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-19-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041907-1 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Cloudy TEMP: 51 F X STRUCTURAL STEEL F FIELD/SHOP WELDING X V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Material Various Weld FCAW Calibration] Standard 11W xx Ref. ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W.=compass directions. t -top. Bottom. T&Bf=lop and bottom 'Range. _ Full pen splices of pipe piles .375 to .375 by 18" dia. And .375 to .500 by 18" dia. .500 x18" dia on site stock splices PCMK 1 Grid tine C QUANTITY OF WELDS . `1 PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINIJ(TY INFO REFERENCE REPORT NO. I -i u. ail 8, REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) DEPTH FROM SURFACE 'A' LISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y" 1 Pile # 614 Spliceff2 1 x 70 1-2 69 Pile # 465 1 x 70 1-2 69 Pile # 500 1 x 70 1-2 69 Pile # 502 1 x 70 1-2 69 Pile # 580 1 X 70 1-2 69 Pile # 638A 1 X 70 1-2 69 Pile # 638B 1 X 70 14 99 ISplice 3 . 1 X 70 1-2 19 Splice 4 1 X 70 1-2 69 Splice 5 1 X 70 14 69 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013101. CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 10 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abt A51/ WAS NOT performed In accordance with the approved plans, specifications, and regu Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott Si. San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209)572-2200 • (408)271-2200 Technician: George Neill 226 N, Sherman, Ste. A, Corona. CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144° Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 IIT Report Rev. 1 Effective 5/25i05 1/20/05 The information provided on this repon is prepared for the exclusive use of the client. This report may not be reproduced in arty format without the written permission of the client and Krazan & Associates, w Kraz an &AssacIATEs,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-19-07 PROJECT #: 066-06316 PROJECT: Westfteid Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041907-2 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Nail! MSC: WEATHER: Mostly Cloudy TEMP: 51 F �XJ STRUCTURAL STEEL FIELD/SHOP WELDING X F V.T. J OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other Material Alloy C/S Weld Joint CJP Standard No, AWS D1.1-1/Table 6 Xx Material Thickness 1/2 " Weld Process FCAW Calibration Standard UW Type 1 or DSC xx Ref. Dwg/detail ns=near side. fs=far side, Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W.=compass directions. t=top. Bottom. T&Bf-top and bottom flange. ASTM A252 18" diameter / " [ACCEPT REJECT PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0,11 DISCONTINUITY INFO REFERENCE REPORT NO. wall pipe piles spliced off site prior to delivery to site PCMK / Grid Line h x in u. 0 0 ui ui 0 B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE `A' DISTANCE FROM WELD CENTER -X" DISTANCE FROM WELD END ^r 0 d Pipe # 13 1 x 70 11 69 Pipe # 14 2 x 70 14 69 Pipe#15 1 x 70 14 69 Pipe # 16 2 x 70 1.2 69 Pipe # 17 '1 X 70 14 r 69 J Ultrasonic Test (LIT) Equipment Make: USN 58L SN 013K1 L CONFORMANCE OF WORK QTY Conforming Welds: 7 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 7 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the aboy A511 WAS NOT performed in accordance with the approved plans, specifications, and regulatory req Technician: George Nail! S uperintendent/Representative: 215 West Dakota Avenue, Clovis, CA 936I2 • (559) 348-2200 226 N Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 • (253) 939-2500 1025 Lone Palm Ave., #8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20/05 The information provided on this report is prepared for the exclusive use of the client. This repon may not be reproduced in any format without the wrinen permission of the client and Krazan & Associates. ISM aZ at ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-19-07 WELDING INSPECTION REPORT NO.: 6316SS041907 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy Temp: 51 F STRUCTURAL STEEL X FIELD /SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Ultrasonic examination of off site spliced ASTM A252.500 x 18" dia. Pipe. Location: Piles # 465, 500, 502, 580, 614(splice #2), 638A, 638B Site stock splices: 3, 4, 5, 6 Off sit spliced pipe: 13, 14, 15, 16, 17 X Welder qualification/certffication verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: ET1t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3/16" 114" 5/16" 318" Other: Codes: X X X AWS AMSC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pile#'s 465, 500, 502, 580, 638A, 638B, 614 --------Splice 2 site stock Splices # 3, 4, 5 -61 -vitt -no -relevant indications -noted -reference -report# 6316NDE041907-1 for test data. Performed Ultrasonic examination of off site spliced pipe 13, 14, 15, 16, 17 reference report # 6316NDE041907-2 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above WAS Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and regulat Technician: George Nail. - 05104 Welding Inspection Report-doc ecti n 1 Effective Date: 5/25+05 The information provided on this report is prepared For the exclusive use of the diem. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates, nts. Q-Krazan &ASSOCIATES,1NC. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND iNSPECTTON FIELD REPORT NO.: 6316DFR042007 DATE: 04/20/2007 CONTRACTOR: Bale,/ Construction PROJECT is 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naill/e, ,/4 LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Clear TEMP: 53 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of slab on grade reinforcing grids 5 -8/A -K, K -K6/5-6, L -L.5/5-5.5 revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 8 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR041807-1 thru 6316CR041807-8 for test data. 4) Performed visual inspection of Elevator pit slab 131C.2 Pile caps 17.6/J, 18.8/H revealed resteel to be Complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR042007-9 for test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS El WAS NOT 0 performed in accordance with the approved plans, specifications. and regulat Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form t50t r.i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 1,4 «.i-I<ra.zari &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS042007 DATE: 04-20-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 51 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Items) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Location: Piles # 512, 513, 514, 515, 546, 582, 583, 585, 640 Site stock splices: 7, 8, 9, 10 X Welder gualiCrcation/certification verified for: Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FLAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X 3/16" 1/4" 5/16" 3/8" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pliers 512, 513, 514, 515, 546, 582, 583, 585, 64 Splice 2 site stock Splices # 7, 8, 9, 10 with no relevant indications noted reference report # 6316NDE042007-1 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above SuperintendentiRepresentative: AS NOT perfomed in accordance with the approved plans, specifications, and regulato Technician: George Nail! 05104 welding Inspection Report.doc The information provided on this report is prepared far the occlusive use of the client. This report miry not be reproduced in any format without the written Revision 1 Effective Date: 5/25/05 sion of the diem and Knaan & Associates. 410 Krazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTJON TESTING AND INSPECTION DATE: 04-20-07 PROJECT #_ 066.06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316N>DE042007 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Nail! MISC: WEATHER: Sunny TEMP: 51 F X] STRUCTURAL STEEL FIELD/SHOP WELDING 1—X1 V.T. F OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS DIA-1/Other D1.1-1/Table 6 Type 1 or DSC Material Material Ref. Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW roc ns=near side. fs--far side. Th=top flange. 1W -bottom flange. Wb -web. N.S.E.W.=ompass directions. t=top. Bottom. TSBf=lop and bottom tinge. Full pen splices of pipe piles .375 to .375 by I S" dia. And .375 to .500 by 18" dia. .500 x18" dia on site stock splices PCMic/Grid Line on 0 W y 9 i v ti i PROCEDURE LEGEND TRANSOUCER ANGLE DATA DESCRIUED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. v J A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) z r J INPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER •x.l DISTANCE FROM WELD END "r Pile # 512 1 x 70 12 f Pile # 513 1 x 70 12 69 Pile #514 1 x 70 1.2 69 Pile #515 1 x 70 1-2 69 Pile # 546 1 X 70 12 69 Pile # 582 1 X 70 1-2 89 Pile # 583 1 X 70 1-2 51 Pile#585 '1 X 70 1-2 69 Pile # 640 1 _ X 70 1-2 51 Splice # 7 1 X 70 14 69 Splice #8 1 X 70 12 69 Splice # 9 1 X _ 70 12.1 Splice # 10 _1 X 70 1-2 _ 69 Ultrasonic Test (111) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: WAS NOT performed In accordance with the approved plans, specifications, and mutat irements. Technician: George Neill/ 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lane Palm Ave., 880, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A. Q tuna, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144"' Ave NE LIF -300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360)598-2126 • (425)485-5519 05105 UT Repos Rev. I Effective 5/25105 1120/05 The information provided on this report is prepared for the exclusive use of the client. This report rosy not be reproduced in any ramal without the written permission of the diem and Kraase & Associates. Q-Kraz IK1'2LZa11L &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-23-07 PROJECT # 066-06316 PROJECT: Westfield Man Expansion LOCATION: South Center Mal! KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. WELDING INSPECTION6o REPORT NO.: 6316SS042307 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. NaiII JURISDICTION: City of Tukwila WEATHER Mostly Cloudy Ternp: 51 F MATERIAL ID X U.T. M.T. P.T. tfisual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Location: Piles # 622, 623, 624, 625, 641, 642, 644, 645, 649, 584 Site stock splices: 11, 12, 13, 14, 15, 16 X Welder qualification/certification verified for Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X 3/16" 1/4" 5/16" 3/8" Other. Codes: X x X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pile#'s 584, 622, 623, 624, 625, 641, 641, 644 64 649. Site stock Splices # 11, 12, 13 ,14, 15, 16 with no relevant indications noted reference report # 6316NDE042307 and 6316NDE042307-2 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above'WA / WAS NOT performed in accordance with the approved plans, specifications, and regul Superintendent/Representative: Technician: Geon a Naill 03 104 Welding Inspection Report.doc The information provided of this report is prgaved for the enc1usive use or the diem. This t spall may not be reproduced in ley Carmel without the write Revision 1 Effective Date: 5125105 of the client sod Kiazan & Associates. 1Kraz a QJ_ .SSaCIRTIS,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND 1NSPE:CTION DATE: 04-23-07 PROJECT #: 066-06316 PROJECT: Westfield Mail Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042307 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Sunny TEMP: 61 F F1 STRUCTURAL STEEL FIELD/SHOP WELDING X V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Material Ref. Alloy Thickness Dwg/detail C/S Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns ----near side. rs=far side. T =top QUANTITY OF WELDS If Bf=bottom d REJECT L� Wb --web. i w 1 3 TRANSDUCER ANGLE z y in 1 directions. t=rop Bottom. T&Bf=top DATA DESCRIBED IN AWS 0.1.1 and bottom flange. DISCONTINUITY INFO Full pen splices of pipe piles .375 0o .375 by 18" dia_ And .375 to .500 by 18" dia. .500 x18" dia on site stock splices Pctidll: r Grid Lite o -r t4 r A. DEFECT LEVEL J w C m C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCES 1 LEPTH FROM SURFACE'A' DISTANCE FROM WELD CENTER 'X" DISTANCE FROM WELD END 'I"' REFERENCE REPORT NO. Pile # 584 1 x 70 14 69 Pile* 622 1 x 70 14 69 Pile # 623 1 x 70 1.2 69 Pile # 624 1 x , 70 1.2 69 Pile # 825 1 X 70 14 69 , '-Pile#641 1 X 70 1-2 69 Pile # 642 1 'f �X X 70 14 70 �12 II 69 Pile # 644 Pile # 645 1 X 70 12 II Pile # 649 1 X 70 1.2 69 1 Splice # 12 1 X 70 1.2 69 Splice #13 1 X 70 1.2 69 Splice # 14 1 X 70 ,_1.2 y 8 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L Transducer. Size .750x.750 SN 01MM35 Couplant: Sonotrace Grade 30 CONFORMANCE OF WORK iiQTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): QTY Nonconforming Welds: 0 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abo ,SWA 1 WAS NOT performed in accordance with the approved plans, specifications, and regulat Superintendent/Representative: Technician: Geor•e Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572.2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyali 20714 State Hwy 305 NE, Ste 3C, 19501 140 Ave NE #F-300, W • (909)549-1188 11. 98371 • (253) 939-2500 , WA 98370 • (360) 598-2126 ville, WA 98072 • (425) 485-5519 65105 UT Report Rev. 1 Effective 525/05 120/05 The information provided on this report is prepared far the exclusive use of the etiem. This report may not be reptuduced in Nay form= without the written permission of the client and Krum & Aaaociata. Q-Kraz an_ StASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-23-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. X ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042307-2 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nail, MISC: WEATHER Sunny TEMP: 61 F STRUCTURAL STEEL 1-1 FIELD/SHOP WELDING n V_T. OTHER I .� MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other DI .1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side_ Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W. ampass directions. t=—top. Bottom. T&Bf=top and bottom flange. P Full pen splices of pipe piles 375 to .375 by 18"dia. And.375to .500 by 18" dia .500 x18" dis on site stock splices PCMK /Grid IJne 4 QUANTITY OF WELDS B 0a; PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D. 1.1 DISCONTINUITY INFO REFERENCE REPORT NO. w A DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR O. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) LENGTH DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER "C:1 DISTANCE FROM WELD END'Y' Splice # 15 1 , x 70 1-2 W Splice # 16 1 x 70 t2 119 Ultrasonic Test (UT) Equipment Make: USN 581 SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 2 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Coupiant Sonotrace Grade 30 QTY Examined Welds: 2 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge. the a Superintendent/Representative: / WAS NOT performed in accordance with the approved pians, specifications, and regulatory Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., NBC, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, 98371 • (253) 939-2500 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, PauJo, WA 98370 • (360) 598-2126 • (408) 271-2200 19501 144' Ave NE 00F-300, Wood' ovine, WA 98072 • (425) 485-5519 05105 UT Report Rev. I Effective 5125/05 mom The information provided on this report is prepared for the exclusive use of the chert. This report may not be reproduced in any format without the written putmiation of the client and Kraraa & Associates. Rtdit IVVfD 1 & ASSOCIATES, INC. comm MAY u4 1007 h ��pNrrY 1yt- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION May 4, 2007 KA No. 066-06316 Permit No. Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 20 through May 3, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 0816 dB "7g1<raZ an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/20%2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER K.E.G. FIELD REPORT NO.: 6316DFR042007 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City Of Tukwila WEATHER: Clear TEMP: 53 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap and Grade beams reinforcing steel grids 14.6 -15/J -K and Grade beams grid 16 -18/C -E.12 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR042407-1 thru 6316CR042407-3 for test data. Equipment/Asset Number(s): To the beat of my knowledge. the above WAS ®1 WAS NOT 0 performed it accordanoa with ate approved plans, specification, and regu SuperintendenVRepresentathm: Technician: George Nail! Offices Serving the Western United States Form t501 r.t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. iI<ra.Za11 te &AssocIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-24-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mail KRAZAN PROJECT MANAGER: KE.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042407-2 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail[ MISC: WEATHER: Cbudy TEMP: 53 F x STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING L I V.T. l l MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-110ther D1.1-1JTable S Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx V " Weld FCAW Calibration Standard IIW tot ris-near eide. is --far side. TI=top flange. BU --bottom flange. Wb --web. N.S.E.W.=rnmpass directions, 1=top. Bottom. TBBT=top and bottom flange. �•o ASTM A252 18" diameter'/ " wall pipe piles spliced offsite prior to delivery to site PCMK1Grid Lino T I.ROCEDURELEGEND / ei DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. J %i i E re 1 C7 D. DEFECT RATING I SOUND PATH (ANGULAR DISTANCE) J DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER ')(.1 INSTANCE FROM WELD ENO 'Y" Pipe # 18 1 x 70 1.2 69 y Pipe # 19 1 x 70 12 69 Pipe # 20 1 x 70 1-2 69 , I . - 1 Ultrasonic Test (UT) Equipment Make: USN 58L SN D13K1L CONFORMANCE OF WORK QTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Coupiant: Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency; - MHz To the best of my knowledge. the abo SuperintendenVRepresentative: 7 WAS NOT performed in accordance with the approved plans, epedtcatlons, and regulato Technician: Georgi e Neill 215 Wad Dakota Ammo, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 88G, Modesto, CA 95351 545 Parrott St. Sas Jose. CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 The infamrioe provided on this report is prepared far the sedusive use of the dent 226 N. Sherman, Ste. A, Corona, CA 922 Valley ave. N.w. Suite 101 Puyallup, Wa. 983 20714 Slate Hwy 305 NE, Ste 3C, Poulsbo, 19501 144~ Ave NE #F-300, Woodiavill • (909)549-1188 • (253)939-2500 • (360)598-2126 A 98072 • (425)485-5519 05!05 VTReport Rev. 1 Effective 5n5/05 MO/05 This report may not be reproduced Many fornw without the written permission of the diene and Erman & Associates. I(.razari 8rASSOCiA7E5,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 042407 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042407-1 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Nail! MIS C: WEATHER: Cloudy TEMP: 53 F X STRUCTURAL STEEL F FIELD/SHOP WELDING xi VT, OTHER n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail C/S Weld Joint Process CJP Standani No. AWS Xx Material Ref. Various Weld FCAW Calibration Standard IIW xx ns=neat side rs=far aside. Tf=top Range. Bf-bottom flange. Wb --web. N.S.E.W.acompass directions. t=top. Bottom. T&Bf=top and bottom flange. �s Full pen splices of pipe piles .375 to375by 18"dia And 375to .500 by 18" dia. .500 x18" dia on site stock splices PCM/Cf 6rfd LinsD 9 5 2 0 icw i � PROCEDURE LEGEND r 7SDUCER ANGLE DATA DESCRIBED IN AWS 1.1 .1 DISCONTINUITY INFO REFERENCE REPORT NO. m J J tt i, a [ 1EL REFERENCE LEVEL LATTENUATION FACTOR o d SOUND PATH (ANGULAR DISTANCEI z a DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER "X DISTANCE FROM WELD END "Y' Pile* 337 1 x 70 1-2 69 Pile # 338 1 x 70 1.2 69 Pile # 520 1 x 70 12 69 Pile # 521 • 1 x 70 1.2 69 Pile # 523 1 X 70 1-2 69 Pile # 524 1 X 70 1-2 . 69 Pile* 526 1 X 70 1-2 1i Pile # 527 1 X 70 1-2 l Splice #17 r 1 X 70 12 it Splice # 18 1 X 70 12 69 Splice # 19 1 X 70 12 S Splice # 20 _ 1 _1_ 1 _ X 70 12 69 + Splice # 21 X _. 70_ - Ultrasonic Test (151) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Coupiant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the AS 1 AS NOT performed In accordance with the approved plans, specifications, and iegu Superintendent/Representative: Technician: Geor.e N 215 West Dakota Avenue, Clovis, CA93612 4231 Paster Ave., Bakersfietd, CA 93308 1025 Lone Palm Ave., NSG, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valky ave. N.W. Suite !0! Puyallup 20714 State Hwy 305 NE. Ste 3C. 19501 140 Ave NE NF -300, W a 9837! WA 98370 vibe, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Rpt Rev_ 1 Effective Sa.S/05 1,20,05 The inferts n provided en this spurt is mitered far the eadusireum or the client This won may not be reproduced in any kunst without the written permission cif the clit and Krum d Aasaciatea. Q1Kraz an. BiASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-24-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042407-3 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Nail! MISC: WEATHER: Cloudy TEMP: 53 F X STRUCTURAL STEEL OTHER L r. J FIELD/SHOP WELDING n V.T. 0 MATERIAL ID ULTRASONIC EXAMINATION REPORT Ultrasonic Specification No. AWS 01.1-1/Other D1.1-llTabie 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail C/S Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard 1IW xx ns=near side. fa --far side. TM- op flange. Bf=bottom (U�1t 4 flange. U 11�� G Wb cl to 1 of 3 TRANSDUCER ANGLE z m directions. t=top Bottom. T&Br=top DATA DESCRIBED IN AWS D.1.f and bottom flange. DISCONTINUITY INFO - EFERENCE REPORT NO. Full pen splices of pipe piles .375 to .375 by 18" dia And ,375 to .500 by 18" dia. .500 x18" dia on site stock splices PCMK/ Grid Una 9 {� IS 0 f.7111 A. DEFECT LEVEL 1 Y l to C. ATTENUATION FACTOR D. DEFECT RATING E w b S 4 0 M N z 1 DEPTH FROM SURFACE 'K DISTANCE FROM WELD CENTER.x DISTANCE FROM WELD END "I" Splice # 22 1 x 70 1-2 ,_ 69 Splice # 23 1 x 70 I-2 NI -1 r---- --- Ultrasonic Test (13T) Equipment Make: USN 581. CONFORMANCE OF WORK SN 013K1L T&Y Conforming Welds: 2 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotraoe Grade 30 QTY Examined Welds: 2 ASTM Test Method: A567 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and reg Technician: Geor•e N 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Cc on , CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyall a. 98371 • (253) 939-2500 1025 Lone Palm Are., ti8G, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, ' • ., .., WA 98.370 • (360) 598-2126 545 Parrott SI. San Jose, CA 95112 • (408) 271-2200 19501 144th Ave NE #F-300, W . • , swills, WA 98072 • (425) 485-5519 05105 UT Report Rev, 1 Effective 5/25/05 1/20/05 The information provided en this report is prepared ran the exclusive use of the dieo[. This report any not 6e tegoduced in any format without the written permission of the diem and Kinzie & Associates, JKrazan &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONIAENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 042407 PROJECT* D66-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: KEG. STRUCTURAL STEEL X FIELD / SHOP WELDING Items) inspected; X V.T. WELDING INSPECTION REPORT NO.: 6316SS042407 CONTRACTOR: Raley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy Temp: 51 F MATERIAL ID X U.T. M.T. P.T. Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18' dia site stock full pen splices verified fit -up and monitored welding Ultrasonic examination of off site spliced ASTM A252.500 x 18" dia. Pipe. Location: Piles # 337, 338, 520, 521, 522, 523, 524, 526, 527 Site stock splices: 17, 18, 19, 20, 21, 21, 23 Off sit spliced pipe: 18, 19, 20 X Welder qualificationlcertification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG • Other. Weld Size X 3/16' Y." 5/16" 3/8' Other: Codes: X X x AWS RISC IBC ASME Other X NOTES • DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pile#'s 337, 338, 520, 521, 522, 523, 524, 526, 5 Site stock Splices # 17;18;19, 2021; 22 23wittrno relevant indications -noted -reference -report# -- 6316NDE042407-1 and 6316NDE042407-3 for test data. Performed Ultrasonic examination of off site spliced pipe 18, 19, 20, reference report # 6316NDE042407-2 for test data. ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the a , . WAS • AS NOT performed in accordance with the approved plans, specifications, and reg Superintendent/Representative: Technician: George Naill 03104 Welding Impaction Report.doo 11,e inrannat a provided ne this tepat is prepared for the ezdWeive umof the diem. ibis open may not be reproduced in any format without the written permission of Sion I ve Dtar. 3/25/05 tent and Kazan R Aasneia>a • I<raziri &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-25-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. as ULTRASONIC EXAMINATION REPORT NO.: 63t61'(DE0425o7-1 CONTRACTOR: Beley Construction PERMIT N0: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Cloudy TEMP: 52 F X STRUCTURAL STEEL {FJ FIELD/SHOP WELDING EJ Y.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material May Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side. Tf=top llama. BF—' -bottom flan -. Wb=web. N.S.E.W.xcampasa directions. t=top. Bottom. TaBf�op and bottom flange. i Fail pen splices of pipe piles .375 to .375 by I8" dia. And .375 to .500 by 18" dia. .500 x18" die on site stock splices PCMKIGrid Line i Wif i I g a 1 1 w o U > 1 DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. . A. DEFECT LEVEL D. REFERENCE LEVEL re t~i U. i > D. DEFECT RATING 1 i 8 E a ii DEPTH FROM SURFACE'A: DISTANCE FROM WELD CENTER "X DISTANCE FROM WELD END 'V' Pile # 484 1 x 70 X70 1.2 64 Pile # 516 1 x l 1.2 ,64 Pile # 517 1 x 70 14 64 Pile # 519 1 x 70 1-2 64 Pile # 648 Splice2 1 X 70 12 64 Pile # 649 Splice 1 X 70 1-2 64 Splice # 24 1 X 70 12 JI Splice # 25 1 J X 70 14 64 Splice # 28 1 X 70 12 41 Splice # 27 1 X 70 1.2 64 Splice # 28 1 X 70 14 64 Splice # 29 1-. X 70 12 64 - -Splice-It 3031 2' t X 70 14 — 64 _ _ Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1 L CONFORMANCE OF WORK EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 14 ASTM Test Method: A587 . Frequency: 2.25 MHz To the best of my #wwtedge, the so AS / WAS NOT performed in accordance with the approved plans, specific -Mims, and regutatoryreq Technician: George Naill 4----` s Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 48G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • {461) 633-2200 • (209)572-2200 • (408) 271-2200 isle 'formation provided an this report is prepared for the exclusive we of the diem 226 N. Shuman, Ste. A, Corona, CA 9288 • (909)549-1188 922 Valley ave. N.W. Suite 101 Puyallup, Wa 98371 • (253) 939-2500 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 19501 144° Ave NE NF --300, Woodinville, WA 98072 • (425) 485-5519 o510s uT Report Rev- l Effective 5725105 1120/05 This repa1 m y nd be Rprodeeed is any format without the wriuen permission attic diem and Kramn & Associates. DATE: IKrazaii &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION 04-25-07 PROJECT T 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042507-2 CONTRACTOR: Galey Construction PERMIT NO: 006-245 INSPECTOR: G. Nail! MISC: WEATHER: Cloudy TEMP: 54 F NIS x STRUCTURAL STEEL 7 OTHER V.T. n MATERIAL ID n FIELD/SHOP WELDING lxl ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Tabie 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail C/S Weld Joint Process CJP Standard No. AWS Xx 1144' Weld FCAW Calibration Standard IMI soc Ns=near side. ftmfar side. -top flan. . Bf=bottom flange. Wtr=xeb. N.S.E.W.compass directions. t=top. Bottom. T&Bf=top and bottom flange. ASTM A252 18" diameter 1/2 " wall pipe piles spliced off site prior to delivery to site PCMK /GM Une $ S a• t C O t— Q PROCEDURE LEGEND re w J ,,.,4 DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. A DEFECT LEVEL 1 J tt 5 U W. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) DEPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER 'x DISTANCE FROM WELD END'Y' Splice # 21 1 x 70 1-2 64 Splice # 22 1 x 70 1.2 64 Splice # 23 1 x 70 1.2 64 - 1 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK aTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the aboveeWAY/ WAS NOT performed in accordance wen the approved plans, specifications, and regulato Technician: Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 686, Modesto, CA 95351 548 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633.2200 • (209) 572-2200 • (408)271-2200 -- George Nail! 226 N. Shaman, Ste. A, Carona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulabo, WA 98370 19501 144' Ave NE IF -300, Woodinville, WA 98072 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05(05 UT Repon Rev. I Effective 5/25/65 1/2W05 The information provided on this report is prepared for the exclusive use of the dime. This repon may am be reproduced in any format without rhe mines permission of the theca and Knee & Associates. 1`6 1Ii'i.za1i &AsSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS042507 DATE: 04-25-07 CONTRACTOR: Maley Construction PROJECT # 066-06316 PERMIT NO: DO6-245 PROJECT: Westfield Mall Expansion INSPECTOR G. NaiII LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER Cloudy Temp: 52 F x STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item{s} inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Ultrasonic examination of off site spliced ASTM A252 .500 x 18" dia. Pipe. Location: Piles # 643, 645, 648 splice2, 649 splice2 Site stock splices: 24, 25, 26, 27, 28, 29, 30, 31 Off sit spliced pipe: 21, 22, 23 X Welder qualification/certification verified for Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P; PLUG Other. X 3/16" 34" 5/16' 3/8' Other. Codes: X x X AWS AISC IBC ASME Other Weld Size X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be completeper plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pliers 464, 516, 517, 519, splice #s piles 648, 64 - Site stick -Splices #-24725;-26;27-,-28; 29, 30-,-3fikith no relevant indications noted reference report # 6316NDE042507-1 for test data. Performed Ultrasonic examination of off site spliced pipe 21, 22, 23 reference report # 6316NDE042507-2 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a W 1 WAS NOT performed In accordance with the approved plans, specifications, and regulatory requiremf nts Superintendent/Representative: Technician: George Naill , - • 05104 Welding Inspection Room doe Effeiaii ve� ate: 5425/05 SEr The information provided on this report is prepared for the exclusive use of the chert, This report may not be reproduced in any format without the written permission of the diem and Kmmn 8 Associates. I(rEIZaII &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR042607 DATE: 04/26/2007 CONTRACTOR: Baiey Construction PROJECT* 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall PERMIT NO: D06-245 INSPECTOR: G. Neill JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 61 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 21 Performed visual inspection of Pile cap and Grade beams reinforcing steel grids 12.8/B -C.3, C & C.3/12.8-14, D/13, 8/14, Elevator pit wall 13.1/C -C.3, Grade beams 16/E.7 -G.5, G.5/16-18.82/ F.5, 17.8/H -E.2, D.6/18-19 and Piles 337, 338 revealed resteel to be complete per plans and RFI's 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR042607-1 And 6316CR042607-2 for test data. 4) Performed visual inspection of pile reinforcing_ steel pile #'s 512, 513, 514, 515, 546, 571, 574, 575 576, 577, 610, 611, 612, 630, 631, 632 revealed resteel to be complete per plans and RFI's 5) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR042607-3 And 6316CR042607-4 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed In accordance with the approved plans, specifications, and regu Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States Form 1501 LI Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «llKcazati &ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-26-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. 11N ULTRASONIC EXAMINATION REPORT NO.: 6316NDE042607-1 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Cloudy TEMP: 61 F U STRUCTURAL STEEL F FIELD/SHOP WELDING V.T. OTHER n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table S Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb— b. N.S.E.W.=compess directions. t=top. Bottom. T&Br top and bottom flange. Full pen splices of pipe piles 375 to .375 by 18" die. And 375 to .500 by 18" dia, .500 x111" dia on site stock splices PCrdKfGra tkaF 9 tl W iW PROCEDURE LEGEND w DATA DESCRtBED 04 AWS 0.1.1 DISCONTINurTY INFO - EFERENCE REPORT NO. kDEFECT LEVEL S. REFERENCE LEVEL C. ATTENUATION FACTOR V W i SOUND PATH (ANGOLAN DISTANCE) 9EPTH FROM SURFACE `A DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END Pile # 518 1 x 70 1.2 61 Pile # 523 _ Splice2 1 x 70 1.2 64 Pile # 624 Splice 1 x 70 1-2 64• Pile # 625 Splice2 1 x 70 1.2 64 Pile # 643 Spiic 2 1 X 70 14 64 Pile # 644 Splice2 1 X 70 1,2 64 1 • Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 8 EQUIPMENTIASSET NUMBER(S): Transducer. Size .7502.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 8 ASTM Test Method: A587 Frequency: 2.25 MHz To the best or my knowledge, the abov i ! WAS NOT performed In accordance with the approved plans. specillcatians, and regulatory Technician: George Nail! SuperintendentlRepresentative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Faster Ave., Bakersfield, CA 93308 1025 Wee Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Shannon, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Pupil a 98371 20714 Slate Hwy 305 NE, Ste 3C, Pouisbo, WA 98370 19501 1448 Ave NE #F-300, Woodinville, WA 98072 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 VT Report Rev. 1 Effective SP25I05 if20r05 The information provided on this report is prepared for the endusive use of the dicot. This report may not be reproduced in my format without the written permission of the diem nod Kram & Associates. QKrazati. &AssocIATEs,INe_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS042607 DATE: 04-26-07 CONTRACTOR: Belay Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila i(RAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 61 F x STRUCTURAL STEEL X FIELD I SHOP WELDING Items) inspected: X V.T. MATERIAL ID X U.T. M.T. P.T. Visual Inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Location:Piles # 518, 615, 522, 525, 2'" splice piles 623, 625, 643, 644 X Welder qualification/certification ation veeritied for: Previously verified. X Poskion: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal-. E71t Process: X X SMAW FLAW GMAW SAW Other, Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3116' /" 5/W 3l$' Other. Codes: X x X AWS AISC ISC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Performed Ultrasonic examination of full pen splices on pile's 518, 623, 624, 625, 643, 644 which Revealed no relevant indicationdoted reference report # 6316NDE042607-1 for test data. - Equipment/Asset Number(s): ASTM Test #: To the beat of my knowledge, the SuperintendenURepresentative: NOT performed In accordance with the approved plans, specifications, and mutat Teclmician: George Nail 05!04 Wilding Inapecduo Arport.doc The vd'arma iu@ provided as rata report is prepared dor the eadovive we or the there. Mar report may act be reptedur d io any toned without the written aevinun f Effective art. 5t25D05 anon dike client and Kwa»e k Aaaxister QKrazan ULTRASONIC EXAMINATION & A S S O C I A T E S, I N C. REPORT NO.: 6316NDE042707-1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 04-27-07 PROJECT #. 066-08316 PROJECT: Westfteid Mail Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Cloudy TEMP:65 F [l STRUCTURAL STEEL OTHER i J F1ELD/SHOP WELDING 0 V.T. 0 MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Outer D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=neer side. fe—rtar side. Tf=top flange. i 6f=bottom U Ila • es e. 4Vb=web. E N.S.E.W...compass III ui I directions. tgtop. Bottom. T&Bf DATA DESCRIBED IN AWS D,1.1 top and bottom flange. DISCONTINurIY INFO REFERENCE REPORT NO. Fall pen splices of pipe piles .375 CO .375 by Ir dia. Arid .375 to .500 by t8" dia. .500 x18' dia on site stock Splices PChecr Grid 4trts51 W § k. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR i w ci OUND PATH (ANGULAN DISTANCE) ! DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y" Pile # 522 1 x 70 12 64 Pile # 525 1 x 70 1-2 54 Pile # 529 1 x 70 12 64 Pile # 530 1 x 70 1-2 64 Pile* 531 1 X 70 1-2 64 Pile # 532 1 X 70 12 64 1 i J Ultrasonic Test (UT) Equipment Make: USN 581. CONFORMANCE OF WORK SN 013K1L [MY Conforming Welds: 6 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x-750 SN 01MM35 QTY Nonconforming Welds: 0 CouplanL Sonotrace Grade 30 QTY Examined Welds: 8 ASTM Test Method: A587 Frequency: 225 MHz To the best of my knowledge, the a SuperintendenhlRepresentative: WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail! 215 Wert Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Coruna, CA 9288 • (909) 549-1188 4231 Footer Ave., Bakersfield CA 93308 • (661) 633-2200 922 Valley ow. N.W. Suite 101 Puyall a. 98371 • (253) 939-2500 1025 lie Palm Ave., #80, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C , WA 98370 • (360) 598-2126 545 Parrott St. Sae Jose, CA 95112 • (408) 271-2200 19501 144° Ave NE RF -300, Woodinville, WA 98072 • (425)485-5519 05105 UT Report Rev. 1 Effective 5725!05 (/20/05 Tits informal= provided on this .,on is prepr•d for the exclusive We of dte died. This report may not be reproduced in any fame without the wriden permiuiOn Of the diem and Krazan & Associates. Q1Kraz an &ASSOCIATES, INC_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS042707 DATE: 04-27-07 CONTRACTOR: Borley Construction PROJECT #. 066-06318 PERMIT NO: D06-245 PROJECT: Westfield Mail Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER KE.G_ WEATHER: Cloudy Temp: 65 F r:1 STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. MATERIAL ID X U.T. M.T. P.T. Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Location: Piles # 528, 529, 530, 531, 532, 616 X Welder qualification/certification verified for: Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Sue X 3/16' %4" 5116" 3!8" Other. Codes: X x X AWS AISC IBC ASME Other X NOTES DISCREPANCIES • % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on piie#'s 522, 525, 529, 530, 531, 532 which Revealed no relevan indicatiof�o be noted reference report # 6316NDE042707-1 for test data. Equipment/Asset Number(s): ASTM Test #; To the best of my knowledge, the abov WAS NOT performed In accordance with the approved plans, specifications, and regulato Superintendent/Representative: Technician: George Naill 07104 Wdding rrpectioo Repoadoc The fonro4 a' provided an this retort is prepared far the emissive ttee or the client. Thu' report may eel be reproduced is may docmat without the written sloe 1 Effective Date: 5f25f05 n anise client end Kana & Anoctaees_ an & Associates, Inc. GEOTECHNECAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: __4/2 7/o7 PROJECT #: --..046 _7_0144 PROJECT: _14/ETWIL4.4 4a LOCATION: .___CIVVRON-fin, i2e. KRAZAN PROJECT MANAGER' NDE REPORT NO.: 3 9 7 2 CONTRACTOR: N// PERMIT NO: /0/ INSPECTOR: Al ,SDR4NT!/V 0 MISC: 9g,9, C 7P )' Z2l. WEATHER: iNSj.E TEMP: 4 ",c STRUCTURAL STEEL JXI FIELD ELDING Li V.T. LJ MATERIAL ID 11.7. LJ M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. -_ AVSD 1.1-96 /NDE -UT -1 ___ Material Alloy C/S Weld Joint CTP Standard no. -4WS D 1.1-96 Table Material Thickness -.7 --Weld Process FCAfa/ Calibration Standard IIW type 1 o S Ref. Dwg/detail ns=near side, fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MK./ Grid Line 9 W QUANTITY OF WELDS w 4 2 DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO REFERENCE REFPORT NO, PROCEDURE LEGEND TRANSDUCERANULE LEG IA, DEFECT LEVEL LY, W w a w Q C!! SOUND PATH(ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y" 8434 A / Z` b21 , 7� 563407 / 7D ` 4 9/03.67 A / 70° ,61 JR - A _ ___ _ Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK HOURS DESCPT IN OUT ST OT MIL Make: fax, SN 5'0 4 QTY Conforming Welds (' Transducer. size SN QTY Nonconforming Welds Couplant Sr QTY Examined Welds4 ASTM Test Method: A587 Frequency: .25 MH ro the best of my knowledge, the abov 3 uperintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (915) 564-2200 226 N. She n, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E, Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Pface, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRQNMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04128/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 63161WRO42807 CONTRACTOR: Haley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naill LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Mostly Sunny TEMP: 57 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile reinforcing steel for pile #'s 520, 521, 522, 523, 524, 525, 526, 527, 578, 579, 580, 581, 582, 583, 584, 585, 612, 613, 633, 634, 635, 636, 637, 638A, 638B, 639 644, 648, 649 revealed resteel to be complete per plans and specs and RFPs. 3) Sampled concrete for testing and cast 3 sets of (4) 4x8 test cylinders reference report # 6316CR042807-1 THRU 6316CR042807-3 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® 1 WAS NOT 0 performed in accordance with the approved plans, specifications, and regul ents. Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States The information provided on this report is prepared for the exclusive use of the client. This report may not be of the client and Krazan & Associates. Form 1501 r.1 Effective Date: 5-25-05 ced in any format without the written permission tAt QKrazan. &A55dCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/30/2007 PROJECT* 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR043007 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 85 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) This line item is intended to release previously reported discrepant item on discrepant item report Dated 04-24-07 regarding 3 piles at grid 20.3/J.8 pile #'s 516, 517, 519 RFI # 808 accepts these Piles as installed at this grid only. 3) Performed visual inspection of pile cap and grade beam reinforcing steel line 14/J -J.10, and BM4 J.10/14.3-15 revealed resteel to be complete per plans and specs and RFI 420. 4) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR043007-1 For test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ® / WAS NOT 0 performed In accordance with the approved plans, specifications. and regulat Sn tive: Techniden: George Nail' Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prparsd for the exclusive use of the client. This report may not be reproduced m any format without the written permission of the client and Krazan & Associates. NOk IUKraZan &ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS043007 DATE: 04-30-07 CONTRACTOR: Baley Construction PROJECT ft: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall KRAZAN PROJECT MANAGER: ICE.G. JURISDICTION: City of Tukwila WEATHER Partly Cloudy Temp: 60 F xI STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIA. ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Location:Piles # 528, 547, 548, 616, 618, 619, 620, 621 Site stock splices: 32, 33, 34, 35, 36, 37 X Welder oualification/celilf' (cation verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3116' '/,' 5/16' 318' Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of.fu l pen splices on pile/Ps 528, 547, 548,_616,6113,6194_620,621 Site stock Splices # 32, 33, 34, 35, 36, 37 with no relevant indications noted reference report # 6316NDE043007-1 for test data. ASTM Test #: To the best of my knowledge, the ablGe WAS/ WAS NOT performed In accordance with the approved plans, spedfllcations, and r l8f. may. ants. Superintendent/Representative: Technician: Georee Nai Equipment/Asset Number(s): 05104 Wdding inspection kepon.doc The information provided on this report is prepuad far the exclusive use of the diad. This upon may not be reproduced in any format without the written Revision 1 Effective Date: 5/25/03 cion of the client and Kra=& Associates. ULTRASONIC EXAMINATION Ql(razan &ASSOCIATES, INC. REPORT NO.: 6316NDE043007-1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-30-07 PROJECT*: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall CONTRACTOR: Salty Construction PERMIT NO: D06-245 INSPECTOR G. Neill MISC: KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy TEMP: 60 F X STRUCTURAL STEEL El FIELD/SHOP WELDING X OTHER V.T. El MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CP Standard No. AWS Xx Material Ref. Various Weld FCAW Calibration Standard IIW xx nn=near sidefsafar side. Tf=top flange. Sfrbottorn flan . Wb web. N.S.E.W.=compass directions_ f=top. Bottom. T&Bf=top and bottom flange. Full pen splices of pipe piles 375 to .375 by 18" dia. And .375 to .500 by 18" dia. .500 x18" dia on site stock splices PCPM(IGtW Una e 8 nH w DATA DESCRI6ED IN AWS 0.1.1 DISCONTINUITY INFO • REFERENCE REPORT NO. IL A. DEFECT LEVEL 1 Ie. REFERENCE LEVEL z D. DEFECT RATING 1 SOUND PATH (ANGULAN DISTANCE)' DEPTH FROM SURFACE 'A" DISTANCE FROM WELD CENTER'X' DISTANCE FROM WELD END "r" Pile # 528 1 x 70 1-2 64 Pile # 547 1 x 70 1-2 64 Pile # 548 1 x 70 1-2 64 Pile # 616 1 x 70 11 64 Pile # 618 1 X 70 1.2 64 Pile #619 1 X 70 1-2 64 Pile # 620 1 X 70 1.1 44 Pile # 621 1 X 70 14 64 Splice # 32 1 X 70 1.2 44 Splice # 33 1 X 70 14 84 Splice # 34 1 X , 70 14 64 Splice # 35 1 X_ 70 F2 64_ Splice # 36 & 37 2 X �70 __ _ 14 64 f Ultrasonic Test (U1) Equipment Make: USN 58L SN 013K1 L Transducer. Size .750x.750 SN 01MM35 CONFORMANCE OF WORK QTY Nonconforming Welds: 0 EQUIPMENT/ASSET NUMBER(S): Couplant Sonotrace Grade 30 QTY Examined Welds: 14 ASTM Test Method: A587 Frequency: 2.25 MHz To the treat of my knowledge. the a i WAS NOT performed In accordance with the approved plans, specifications, and vaginae Technician: Geo e Nail! %' 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 880, Modesto, CA 95351 543 Parrott St San Jose. CA 95112 * (559) 348.2200 • (661)633-2200 • (209)572-2200 • (408) 2712200 226 N. Sherman, Ste. A, Corona, CA 922 Valley ave. N.W. Suite 101 20714 State Hwy 305 NE, 19501 1446 Ave NE AF- • (909)549-1188 up, We. 98371 • (253) 939-2500 , Pouisbo, WA 98370 • (360) 598-2126 Woodinville, WA 98072 • (425)485-5519 O3105 Ur Report 114v. 1 Effective 5f25/05 MHOS The inr0[maties provided os rhia repos la prepared br the emiusiee u e of the Cried. Thio report may not be reproduced in say forma wither a the Wriam pamiasion of the Chap eel ICI•mn & Associates QKrazan_ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR050107 DATE; 05/01/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. NailI LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 60 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel line 15/C -D and pile caps 15/D, 15/E, 15/G.13, 14/G.13 revealed resteel to be complete per plans and RFI 420. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR050107-1 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®I WAS NOT 0 performed In accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Nai i Vices Serving the Western United St irements. Form 1501 r.t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and !Clinton & Associates. &ASSOCIATES,,... GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS050107 DATE: 05-01-07 CONTRACTOR: Galey Construction PROJECT t: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER KEG. WEATHER: Mostly Sunny Temp: 60 F LI( STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Items) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Piles # 491, 492, 493, 494, 549, 550, 551, 552, 586, 587, 588, 589 Site stock splices: 38, 39, 40, 41, 42, 43, 44, 45 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL, HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FLAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PWG Other. Weld Size X 3/16" '4" 5/16" 3/8' Other Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on plie#'s 492, 493, 494, 549, 550, 551, 552, 586 587, 589, 617 Site stock Splices # 32, 33, 34, 35, 36, 37 with no relevant indications noted reference Report # 6316NDE050107-1 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my Iawwledge, thea WAS AS NOT performed in accordance with the approved plans, specifications, and regul Superintendent/Representative: Technician: George Naill OM Welding Inspection Report doe Eeectii FEffectiveve ornr. snsros The iefonhetion provided on this report is prepeted for the eroiuiive use of the dent. This report may 1101 be reproduced in soy format without the written permission of the client and Krum dt Associates ULTRASONIC EXAMINATION Krazan &ASSOCIATES, INc. REPORT NO.: 6316NDE050407-1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-01-07 PROJECT#: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: eaiey Construction PERMIT NO: D06.245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Sunny TEMP: 60 F X STRUCTURAL STEEL OTHER FD FIELD/SHOP WELDING 0 V.T. 0 MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=neer side. fader aide. Tf=top flange. 13f=bottom flange. Wb—web. N.S.E.W.=canpass diredlons. trtop. Bottom. T88r=tap and bottom range. Ful) pen splices of pipe piles 375 to .375 by t8" dia. And .375 to .500 by 18" dia. .500 x18" die op site stock splices PChak r Grid L its Q 11 Irltl V PROCEDURE LEGEND i DATA DESCRIBED IN AWS D1.1 DISCONTNurry INFO REFERENCE REPORT NO. A. DEFECT LEVEL B. REFERENCE LEVEL Y. H SOUND PATH (ANGULAR DISTANCE► DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER "r1 DISTANCE FROM WELD END `Y' Pile # 492 1 x 70 12 64 Pile # 493 1 x 70 12 r 64 Pile # 494 1 x 70 1.2 64 4 Pile # 549 1 x 70 1.2 64 Pile # 550 1 X 70 12 r 64 Pile #551 1 X 70 1-2 64 Pile # 552 1 X 70 12 14 Pile # 586 • 1 X 70 1-2 64 Pile # 587 1 X 70 14 14 Pile # 588 1 X 70 12 64 ' Pile # 589 1 X 70 11 T 84 Pile #617 1 X 70 1-2 64 Splice # 37 #fru 45 8 X 70 1-2 _ 64 Ultrasonic Test (UT) Equipment Make: USN 581 SN 013K1L CONFORMANCE OF WORK EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 20 ASTM Teat Method: A587 Frequency: MHz To the best of my knowledge, the Superintendent/Representative: 1 WAS NOT performed In accordance with the approved plans, speedfkatians, and reg Technician: George Nai 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lune Palm Ave., #8G, Modesto, CA 95351 545 Parrott S1. San lose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Carona, CA 92 922 Valley ave. N.W. Suite 101 ' , Wa. 98371 20714 State Hwy 305 NE, . , Poslsbo, WA 98370 19501 144` Ave NE 3F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 05105 UT Remo Rev. 1 Effective 5/25105 120,05 The information provided on this mow is prepared for the exclusive use of rhe diem. This report may not be reproduced in any format without the widen pumissioe of the diem and Kr® & Associates. «Krazan FIELD B A s s o c i A T E s, I N c. REPORT NO.: 6316DFR050207 GEOTECHNICAL ENGINEERING • ENVFRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05/02/2007 PROJECT f!: 066-06316 PROJECT: Westfield South Center Expansion CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Sunny TEMP: 60 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel lines J.8/16.4-18.82, 18.82 -18.8/J -J.8, Escalator pit slab J.9.5/14.5 revealed resteel to be complete per plans and specs 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR050207-1 And 6316CR050207-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS S / WAS NOT 0 performed in accordance with the approved plans, specifications, and reg 'ents. Superintendent/Representative: Technician: George Naill Vices Serving the Western United States Foran 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Kazan & Associates. JKl'aZa11_ &asstaclArEs,lNc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 0502-07 PROJECT #: 066-06316 PROJECT: Westfield Mal) Expansion LOCATION: South Center Mall ULTRASONIC EXAMINATION REPORT NO.: 6316NDE050207-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. NailI MISC: KRAZAN PROJECT MANAGER K.E.G. WEATHER Mostly Cloudy TEMP: BO F [x� STRUCTURAL STEEL OTHER FIELD/SHOP WELDING r ^ r V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. Weld Joint CJP Standard No. AWS D1.1-1/Table 8 Xx Material Thickness Various Weld Process FCAW Calibration Standard AWS D1.1-110ther Material Alloy CIS itW Type 1 or DSC xx Ref. Dwgldetail ea near side- fs---far side. Tf=top fla e. Bf=bottom 11 Full pen splices of pipe piles .375 to .375 by i8"dia. And .375 to .300 by I S" dia. .500 xi S" dia on site stock splices PCMIa Grid Ilrte 1 . Wb=web. N.S.E.W.=anpaas directions. t=top. Bottom. T#Bt=-hop and bottom flange. DATA DESCRIBED 8 AWS D.1.1 DISCONTINUITY INFO w 1 w Pile # 491 1 X 70 WW 64 w 3 0 0 W k tr 0 Pile # 590 1 x 70 I.2 64 Pile # 591 1 x 70 1.2 64 Pile # 592 1 x 70 1.2 64 Pile # 593 Splice # 46 1 1 X 70 1.2 X 70 1.2 64 64 Splice # 47 1 X 70 1.2 11 Splice # 48 1 X 70 1-2 64 Splice # 49 1 X 70 1-2 11 Splice # 50 1 X 70 1.2 64 Splice # 51 1 X 70 i� 64 Splice # 52 1 X 70 1-2 64 Ultrasonic Test (III) Equipment Make: USN 58L SN 013K1L Transducer. Size .750x.750 SN 01MM35 CONFORM/..NCE OF WORK QTY Nonconforming Welds: 0 EQUIPMENT/ASSET NUMBER(S): Couplant Sonotraoe Grade 30 QTY Examined Welds: 12 ASTIR Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the atioeitlAS NOT performed In accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Nal Irements. 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, C : 88 • (909)549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661)633-2200 922 Valley ave. N.W. Suite + yallup, Wa. 98371 • (253) 939-2500 1025 Lone Palm Ave., 480. Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St. San lose, CA 95112 • (408) 271-2200 19501 1404 Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05103 Ur seem Ilev. 1 Effective 5125(05 1120(05 The information provided on this report u prepared for the occlusive use ofthe dicot. This report nay not be `eprodoced in any format without the written per®uion of the client sod Kwan R Asaociates I<JI1Z2uT1 &ASSOCIATES,INC. ''6i0TECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-02-07 PROJECT t. 066-06316 PROJECT: Westfield Malt Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER KEG. WELDING INSPECTION REPORT NO.: 6316SS050207 CONTRACTOR: Galey Construction PERMIT NO: D06-245 INSPECTOR: G. NaiII JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy Temp: 60 F x STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. items) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Visual inspection of .500 x 18" dia site stock full pen splices verified fit -up and monitored welding Location: Piles # 590, 591, 592, 593, 594, 595, 596, 597, Site stock splices: 46, 47, 48, 49, 50, 51, 52 X Welder qualification/certification verified for: Previously verified. Position: Process: Weld Type: Weld Size Codes: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t X SMAW FCAW GMAW SAW Other. X FILLET C.P. P.P. PLUG Other 3/16` 14" 5116" 3/8" Other x x AWS MSC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pliers 491 590, 591, 592, 593 Site stock splices _ —46;47,8, 49, 50, 51, 52 with no relevant indications noted reference report # 63168S050207 for test Data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abor WAS SAS NOT performed in accordance with the approved plans, specifications, and reg Superintendent/Representative: Technician: George Naili 03104 Welding inspection Repart.doc Revision Effective pate' 525105 The information provided on ihia repot is prepared for the exclusive nse of the diem. This repot may not be reproduced Many lomat without the written permission of the chem end Kgzan & Associates. Ql(r1<Ia.21r1 &AssoclATEs,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR050307 DATE: 05/03/2007 CONTRACTOR: Baley Construction PROJECT#: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail( LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 62 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile caps 15/K.9, 15.6/L, 16/J.15 grade beams C.3/12-12.8, D/12 -1I C/14-16, B/13-15, E/12-16, F/12-16, G.5/15-16, 13/C.3 -E, 14/B -C, 14/F.4 -G, 15/B -G.9 revealed Resteel to be complete per plans and RFPs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR050307-1 For test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans. specifications. and regul Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form I501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission • of the client and Krazan& Associates. an. $ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS050307 DATE: 05-03-07 CONTRACTOR: Baley Construction PROJECT ft: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mail Expansion INSPECTOR G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. - WEATHER: Sunny Temp: 82 F uSTRUCTURAL STEEL X FIELD! SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Location: Plies # 533, 2n0 splice piles 594, 595 X Welder qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: x FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t X SMAW FCAW GMAW SAW Other X FILLET C.P. P.P. PLUG Other. 3/16" '/. 5/1T 318" Other. X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on pile#'s 533, 594, 595, 596, 597, 2n6 splice pile # 594, 595 with no relevantindiationslibt reference report # 63165S050307 for test data. Equipment/Asset Number(s): ASTM Test #: To the hest of my knowledge, the Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and 05104 Welding inspection Repon.doc Technician: George Nai uirements. Revision 1 Effective Daae: 572905 The iefaregtine provided on this report is prepared for the exlusive use etdie client This report may not be reproduced in any formai without the written pantile at* client tad Karan & Associates_ KraZan $tASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05-03-07 PROJECT #: 066-06316 PROJECT: Westfield Mall El pension LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE050307-1 CONTRACTOR: Galey Construction PERMIT NO: 006-245 INSPECTOR: G. Neill MISC: WEATHER: Sunny TEMP:62 F n STRUCTURAL STEEL OTHER FIELD/SHOP WELDING n V.T. Q MATERIAL ID F ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Material Ref. Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side. TT=top flange. Bf=bottom flan... Wb=web. N.S.E.W.=cornpass directions. t=top. Bottom. T&Bf=top and bottom flange. Full Pen splices of pipe piles .375 to .375 by 18" dia. And .375 to .500 by 1$" dia. .500 x18" dia on site stock splices PCMK/Grid Liu g 6 r 1 W f W DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO • REFERENCE REPORT NO. J Vl DEFECT LEVEL 1 g Y! m C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANOULAN DISTANCE) J DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER'x DISTANCE FROM WELD END "Y Pile # 533 1 x 70 1.2 64 Pile # 594 1 x 70 14 64 Pile # 595 1 x 70 1-2 64 Pile* 596 1 x 70 11 64 Pile # 597 1 X 70 1-2 64 Pile* 594 Splice 1 X 70 1.2 64 Pile* 595 Splice 1 X 70 1.2 64 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1 L Transducer. Size .750x.750 SN 01MM35 CONFORMANCE OF WORK QTY Nonconforming Welds: 0 EQUIPMENT/ASSET NUMBER(S): Couplant Sonotrace Grade 30 QTY Examined Welds: 7 ASTM Teat Method: A587 Frequency MHz To the best of my knawiedge, the W / WAS NOT performed in accordance with the approved plans, specifications. and •. SuperintendentlRepresentative: Technidan: Geo • e Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lose Palm Ave.,880, Modesto, CA 95351 545 Puma St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyall 20714 State Hwy 303 NE, Ste 3C 19501 144` Ave NE NF -300 • (909)549-1188 a 98371 • (253)939-2500 , WA 98370 • (360) 598-2126 vi11, WA 98072 • (425)485-5519 05105 UT Repan Rev. I Effective 5/25/05 U21N05 The Wionnsaige provided at this noon is prepared 63r the occlusive use of the clie>r. This report may not be ngoduced in any format without the wriuee permission of the diene and Krona & Associates awAsf-Zi76-6,—V IKr — aza"1 & ASSOCIATES, 4iECZ!V INC . APR �! GEOTECHNICAL ENGINEERING • ENVIRONMENTAL EN CONSTRUCTION TESTING & INSPECTION April 20, 2007 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, COMry 0 28071 GINEERINCPt'Qo Nlr KA No. 066-06316 Permit No. D6-425 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. E'( athryn E. Go n Project Manager Puyallup Division SHHIpin CC: Westfield Corporation, Inc., Attn: Mikk Sepp .ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070095 Pour Date 3/16/2007 Report No. 31607-1 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:32 416 779566 Flow 62 46 Placement Area Location Piles auger cast 533, 554, 558 Driven grout 428, 437, 430, 438, 432, 440, 442 Sampled at 3 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFRO31607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2284 Water lbs. 460 389 Air Ent. (oz) Other (oz) 100 100 Other(oz) 37.6 38.2 Other (oz) Other (oz) Water Added on Job (gals.) 45 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1O64 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070095 3/23/2007 070095 4/13/2007 070095 4/13/2007 070095 070095 070095 070095 070095 Remarks Results Reviewed By Design Strength 5,000 @ 2B days Date Specimens Rec'd. 3/21/2007 Field Max. Comp. Tested Break Cure Age . Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 0.0 15982 5,090 1 BH N/A 28 2x4 3.14 0.0 21018 6,700 1 JS N/A 28 _ 2x4 3.14 0.0 26249 8,420 _ 1 _ . JS_ . N/A H 2x4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C1O9 ASTM C617 X ASTM C1231 ASTM C78O Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) :am 0.7101 deyMion mown O. 5112JO M Yimmrfon provided an OMs report 111 mewed kr the .udi siw Pos piths client 7w roped eery rel M ropeduc.d Mm. y formas without the widen permission of the aero and Kisser $ Assocb Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Partly Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070094 Pour Date 3/16/2007 Report No. 31607-2 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 13:10 412 Ticket # 779885 CYLINDER REPORT Plant No. 14 Mix Slump Temp. % Air (in.) (F) Flow 61 Site Mix Air Temp. (F) 61 Unit Wt. (pcf) Placement Area Location Piles auger cast 533, 554, 558 Driven grout 428, 437, 430, 438, 432, 440, 442 Sampled at 54 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR031607 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2319 Water lbs. 460 387 Air Ent. (oz) Other (oz) 100 Other(oz) 37.6 38 Other (oz) Other (az) Water Added on Job (gals.) 50 Actual Weights 10000 946 100 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 070094 3/23/2007 070094 4/13/2007 070094 411312007_ 070094 070094 070094 070094 070094 :emarks :esults Reviewed By f `6.- odes for Break Types: Design Strength 5,000 @ 28 days Date Specimens Rec'd. Field Cure Age Dim. Area 7 2x4 3.15 C.F. 0.0 28 2x4 3.14 0.0 28 2x4 3.14 _ .. 0.0 H 2x4 Max. Comp. Tested Break Load Str. (psi) Set # By Type 12876 4,090 2 BH NIA 22330 7,100 2 JS N/A 22560 - 7,180 -- 2 JS N/A 2 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% 03101 , na valve Tfrsefi11710,1 t information provided an this apart N papered Tor the exd,rstm wool Bu dent. This report mny not be npadiaad In any fame) 'snout the %wren permission of the dal ad Krum t Hand 3/21/2007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 -_ - X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070081 Pour Date 3/16/2007 Report No. 31607-3 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:55 135 182206 5" 59 45 Placement Area Location Pile caps L/13, L.3/13 Sampled 1 cyd out of 3 cyds placed. Remarks Place by chute, mechanically consolidated by H/F vibrator Please refer to Field Res ort No.6316DFR031607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. Ibs.1 1860 1866 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1420 1433 Water Ibs. 279 224 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM 0231 _aboratory Data Cyt. Code 070081 070081 070081 070081 070081 070081 070081 070081 remarks :esults Reviewed By 44 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/2112007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/23/2007 7 4x8 12.56 0.0 49381 3,930 3 BH N/A 4/13/2007 28 4x8 12.56 0.0 72731 5,790 3 JS N/A 4113(2007 28 4x8 i2.56 . 0.0 _74611 5,940- -- -- 3 JS N/A - H 4x8 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 - X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming :odes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% nn 03101 v1.kn 8 salvo D. siva r InfomWbn pmb.d on thio noon is propar+d far the .xdu.W. ins M a,. dent Thd t.purt may no E. rp,.duoed in any Final without the mitten pami.don of the dent and Kaman a Aasoci Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070105 Pour Date 3/19/2007 Report No. 31907-1 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:36 442 780371 Flow 61 50 Placement Area Location Piles auger cast 536, 557, 561 Driven grout 443, 441, 431 Sampled at 6 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031907 Inspector G. Nail[ Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 944 F. Ash lbs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2273 Water Ibs. 460 390 Air Ent. (oz) Other(oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 45 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code 070105 070105 070105 070105 070105 070105 070105 070105 temarks tesults Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recd. 3/21/2007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/23/2007 7 2x4 3.14 0.0 17049 5,430 1 BH N/A 4/13/2007 28 2x4 3.15 0.0 25346 8,050 1 JS NIA 4/13/2007 28 2x4 _ 3.15 . 0.0... - -26128 8,290 --- -1 JS - - N/A H 2x4 1 :odes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% nm 03t01 volition '.hrtlre Dh W412,O1 le information melded on this repent is powered for the exclusive use of the dent. Thls report may not be reproduced In any format wllhout the tattoo permission of the dent and IGusn d Aseock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy/Lt Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 07103 Pour Date 3/19/2007 Report No. 31907-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# 13:20 78 Ticket # 182344 Plant No. 201 Mix Slump Temp. % Air (in.) (F) 4-3/4" 60 Site Mix Air Temp. (F) 47 Unit Wt. (pcf) Placement Area Location Grade beams B.8/3-5, B.6/3-5, 3/B -C.3, 5/B.3 -C.3 Planter slab on grade D.3 -E/7.75, planter walls E -E.4/7-75 Pile cap M.3/12.8 Sampled 26 cyds out of 95 cyds placed Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR031907 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 564 0 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 07103 3/26/2007 07103 4/16/2007 07103 4/16/2007 07103 07103 07103 07103 07103 Remarks 2esults Reviewed By odes for Break Types: Field Cure Design Strength 4,000 @ 28 days Date Specimens Recd. 3/21/2007 Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.59 0.0 51295 4,070 28 4x8 12.57 0.0 81520 6,490 28 4x8 _ _ _ 12.57 0.0 ____79950 6,360_ H 4x8 Date Reviewed Set # 2 2 2 2 Tested Break By Type SW N/A JS N/A JS N/A 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% oar 03101 :widen 3 flecJye Data 5M2!Or he Ydorrnelion provided on this report is prepared for On exclusive use of the dant. This report may nog be reproduced in any lord without the written permission of the died end Kremer d Assoc: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070106 Pour Date 3/19/2007 Report No. 31907-3 Weather Cloudy/Lt Rain Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:20 96 182351 5-1/2" 61 47 Placement Area Location Grade beams B.8/3-5, B.6/3-5, 3/B -C.3, 5/B.3 -C.3 Planter slab on grade D.3 -E/7.75, planter walls E -E.4/7-75 Pile cap M.3/12.8 Sampled 64 cyds out of 95 cyds placed Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFRO31907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1422 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyt. Code 070106 070106 070106 070106 070106 070106 070106 070106 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/21/2007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/26/2007 7 4x8 12.59 0.0 53785 4,270 3 SW N/A 4/16/2007 28 4x8 12.57 0.0 78090 6,210 3 JS N/A 4/16/2007 _ 28 4x8____ 12.57 .0.0 _ 86550 6,890 3 JS _ N/A H 4x8 3 Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming. 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% 'orm 03101 1Maien ;Mane Dia a'12I04 'ha Information poNdad on dYa report N prepared for the aadrnwe uaa of lila cRaM. TYde report may not ne reproduced In any lomat without Ow region permkebn of Ma dont and Moon a Acsoci Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070107 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 3/20/2007 Report No. 32007-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 8:45 416 780874 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 62 42 Unit Wt. (pct) Placement Area Location Driven grout piles 434,409,448,452,413,462,420,422,446, 361,364,365,367,540A,541,507 Sampled 12 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032007 Inspector G. Naill Reported Batch Data Design Weights Mix No. 10000 Cem. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other (oz) 100 Other (oz) 37.6 38.4 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 938 100 40 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231, Laboratory Data Cyl. Test Code Date 070107 3/27/2007 070107 4/17/2007 070107 4/17/2007 070107 070107 070107 070107 070107 Remarks Results Reviewed By 14( Field Cure Design Strength 5,000 @ 28 days Age Dim. 7 2x4 28 2x4 28 -2x4 H 2x4 Date Specimens Recd. 3/21/2007 Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 3.14 0.0 16287 5,190 1 BH N/A 3.14 0.0 23420 7,460 1 TN N/A 3.14 0.0 24520 7,810 . - .1 TN.—. N/A 1 Date Reviewed odes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% 00n 03101 tevleion Ir. . Dile 5/1210+ he blomdion provided on 11ds report r prepared for the exclusive rae of the clefA. This report may not be reproduced In any format without 11* written permission dere client and !azar 8 Assort Laboratory Test Methods X ASTM C39 ASTM C109 -. ASTM C617 - X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070104 Pour Date 3/20/2007 Report No. 32007-3 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:00 402 781172 Flow 62 56 Placement Area Location Driven grout piles 434,409,448,452,413,462,420,422,446, 361,364,365,367,540A,541,507 Sampled 65 cyds. Remarks Placed by grout pump. Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2265 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 070104 3/27/2007 070104 4/17/2007 070104 ._ __4/17/2007 070104 070104 070104 070104 070104 Remarks Results Reviewed By 4Z Design Strength 5,000 0 28 days Date Specimens Rec'd. 3/21/2007 Max. Comp. Tested Break Age Dim. Area • C.F. Load Str. (psi) Set # By Type 7 2x4 3.15 0.0 15003 4,760 3 BH N/A 28 2x4 3.14 0.0 22180 7,060 3 TN N/A 28 2x4 3.14 0.0 ._ _. _ 22620 7.,200-.- -- 3 = TN N/A H 2x4 Date Reviewed 3 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Wm 09101 bvisionn 3 Active rete 6/12101 7r a,armrrn padded on Sts report is prepared for the exclusive use of the diem flys report may no be reproduced h +a tomst without the written psnnicdon of hs dent end Kram d Assoc& Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyi. Code 070122 Pour Date 3/21/2007 Report No. 32107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00 410 781447 Flow 60 38 Placement Area Location Driven grout piles 540,542,537,538,539,543,389,390,427, 436,429 Sampled at 5 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR032107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 955 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other(oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 50 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Code 070122 070122 070122 070122 070122 070122 070122 070122 Remarks Results Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recd. 3/23/2007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Sir. (psi) Set # By Type 3/28/2007 7 2x4 3.15 0.0 19871 6,310 1 SW N/A 4/18/2007 28 2x4 3.15 0.0 27350 8,680 1 JP N/A 4/18/2007 28 2x4 - 3.15— —0.0 25505 8,122 - - -1 ._ _._ -JP N/A H 2x4 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 -ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Rom 03101 flwislon a Effective Date &11101 Th.Inf.nn.tion provided an thls report is prepared for the .x Univ. use of the war. IN. report may not he wpoduaq In any forret wtn,t the r.Wn p.nrasebn of the cilia Int Krffian & Asad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070124 Pour Date 3/21/2007 Report No. 32107-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 14:05 69 182493 5 66 52 Placement Area Location Pile caps D/5, D/6, E/5 Sampled at 1.5 cyds out of 6.5 cyds placed. Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1876 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 243 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/28/2007 7 4x8 12.58 0.0 57961 4,610 2 SW N/A 4/18/2007 28 4x8 12.57 0.0 56960 4,530 2 JP N/A 4/18/2007 _ . __.. 28 _ 4x8.. 12.57 0.0 - 75540 - 6,010 2----- JP N/A H 4x8 2 070124 070124 070124 070124 070124 070124 070124 070124 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 -ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) 'orm 03101 Weis1oo 3 31.dfre Dee 5/12101 he informe ion provided on the report le papered forth. sedative use of the client The report may not he reproduced in any forms& without me maiden permission of the tient end Krazan & Assad: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070134 Pour Date 3/22/2007 Weather Mostly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Engineer ANF & Assoc. Report No. 32207-1 Permit No. D06-245 Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 8:16 410 782051 CYLINDER REPORT Plant No. 14 Site Mix Mix Alt Slump Temp. Temp. 1 Air (in.) (F) (F) Flow 60 42 Unit Wt. (pcf) Placement Area Location Driven grout piles 433,444,435,445,410,450,412,453,363, 366,368,370,374,356 Sampled at 4 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032207 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cam. lbs. 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2316 Water lbs. 460 388 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 937 70 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070134 3/29/2007 070134 4/19/2007 070134 4/19/2007-- 070134 /19/2007--070134 070134 070134 070134 070134 Remarks Results Reviewed By r'� 4' Design Strength 5,000 a 28 days Date Specimens Recd. 3/23/2007 Field Max. Comp. Cure Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.15 0.0 17966 5,700 28 2x4 3.14 0.0 25144 8,000 -- -28 2x4 - -- 3.14 - 0.0 -- 36968 _. 8,240 - _. 1 H 2x4 Set # 1 1 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Date Reviewed Tested Break By Type SW N/A JS N/A JS N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 _ X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form WlOf Revision 3 Effie** Debi 5l12JO The i domidtbn Provided on Ws neat Is wowed for Ihe exclusive use of the cord. This mod may not be npoduod In any formal without the waren Permission of the dent and Krum s Aaeoce Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070136 Pour Date 3/22/2007 Report No. 32207-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:14 132 182557 4-1/2" 65 47 Placement Area Location Pile caps B.3/5-6, 6/B.3 -C.3, 6/D.4 -E.5 Sampled at 15 cyds of 82 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032207 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 06100 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.59 0.0 59891 4,760 2 SW N/A 28 4x8 12.55 0.0 82553 6,580 2 JS N/A 28 4x8 12:55 — 0.0 82004 6,530 2 JS N/A H 4x8 2 070136 3/29/2007 070136 4/19/2007 - 070136 4/19/2007 070136 070136 070136 070136 070136 Remarks Results Reviewed By r'4„ Codes for Break Types; 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) .om 00107 Revision 8 Menthe D. 611VO4 fh. i i,mta6on povid.d on Ws sport Y peered for the .adM s1 s use of the clam This report may not be reproduced in my format without the written permission of the client and Krazan 5 Maxi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070133 Pour Date 3/22/2007 Report No. 32207-3 Weather Partly Cloudy Project Wesffield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Slte Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pef) 13:40 78 182565 5" 65 47 Placement Area Location Pile caps B.3/5-6, 6/B.3 -C.3, 6/D.4 -E.5 Sampled at 55 cyds of 82 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 06100 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.59 0.0 54827 4,350 3 SW N/A 28 4x8 12.55 0.0 88535 7,350 3 JS N/A --28 — 4x8 -12.55 0.0 87738 6,990 --- 3 - JS – N/A H 4x8 070133 3/29/2007 070133 4/19/2007 070133 4/1912007 070133 070133 070133 070133 070133 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM 0780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) anon 03+01 :.dmon 3 Ufece.. Dote ti/la/tit rM Inform.tion provided on tits report le papered for the exclusive use of the client This report may not b. reproduced in any formai Wont the wNten permission of the Went and Kneen a A.un Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070135 Pour Date 3/22/2007 Report No. 32207-4 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:20 409 782392 Flow 62 47 Placement Area Location Driven grout piles 433,444,435,445,410,450,412,453,363, 366,368,370,374,356 Sampled at 53 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 953 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2312 Water lbs. 460 388 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 80 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. a Load Str. (psi) Set # By Type 7 2x4 3.15 0.0 17472 5,550 4 SW N/A 28 2x4 3.14 0.0 24321 7,750 4 JS N/A 28 2x4 3.14 0.0 -5017 7,968 --- 4 JS— N/A H 2x4 4 070135 3/29/2007 070135 4/19/2007 070135 4/19/2007 070135 070135 070135 070135 070135 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0370, Revision 3 Effective D.N511zve The 37formation provided on 4de report le prepared for the euodueM use of the client This report ,nay not 17s reproduced h soy formal vdthout the MEIn permission of the dent end Krazon & Assort Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Cloudy Cyl. Code 070299 Pour Date 4/9/2007 Report No. 40907-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete Supplier X Other Miles Time Truck# 13:30 41 Ticket # 183380 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 5,, Mix Temp. (F) 60 Site Mix Air Temp. (F) 54 Unit Wt. (pcf) Placement Area Location Grade beam and pile caps 19/D.4 -E.5, pile cap 19/C.3 Sampled at 5 cyds. Remarks Paced by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.40907-1 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1426 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other(az) Other(oz) Other (az) Water Added on Job (gals.) 0 Actual Weights 01600 561 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070299 4/16/2007 070299 5/7/2007 - --070299 5/7/2007 070299 070299 070299 070299 070299 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.57 0.0 68146 5.420 28 4x8 28 4x8 -- H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Recd. 4/11/2007 Set # 1 1 1 1 Tested Break By Type JS N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 - X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) ,ann 63101 t*Mskn 3 !ffsceo DW. 5112101 In Irdontionon protMse on Os roped it preps for Mu exclusive use of the dant. This report rosy real bre reproduced In any format without Si. salon permission of Ms dant and Wnzan & Mod Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070298 Pour Date 4/9/2007 Report No. 40907-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Cloudy Project Westfeld Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Feld Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:30 464 790723 5" 66 50 Placement Area Location Piles 598, 599,600,601,626,627,628,629 Sampled 5 cyds. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.40907 inspector G. Nail! Reported Batch Data Design Actual Weights _Weights Mix No. 448174 448174 Cern. lbs. 450 450 F. Ash lbs. Slab 80 C. agg. lbs. 1 1943 1942 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1420 Water lbs. 230 205 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.2 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Cyl. Test Field Max. Comp. Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070298 4/16/2007 7 4x8 12.57 0.0 49646 3,950 2 JS N/A 070298 5/7/2007 28 4x8 2 070298 5/7/2007 - - 28 - 4x8 2 070298 H 4x8 2 070298 070298 070298 070298 Remarks Results Reviewed By '"'t Date Reviewed Date Specimens Recd. 4/11/2007 Tested Break Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fpm 08101 R.,Ylen 8 Effective Ont. 6!1?101 The Noimllon prodded on this report Y propred for the eetoluelve use of the cleat. Tee report m.y not be reproduced in any formal without the wren permission of hie dant rut Kaman & Aseech Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070320 Pour Date 4/11/2007 Report No. 41107-1 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 13:05 69 118875 5 65 51 Placement Area Location Grade beams and pile caps 201B -C.3, Pile caps 8/19, 20/D, 201D.5, 17/E.6, 18/E.2, 181D.8, 181D, 18/C Sampled 3 cyds. Remarks Placed by chute mechanically consolidated by H/F vibration Please refer to Field Report No.41107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. Ibs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070320 4/18/2007 070320 5/9/2007 070320 5/9/2007 070320 070320 070320 070320 070320 Remarks Results Reviewed By T Design Strength 4,000 @ 28 days Date Specimens Recd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 56390 4,490 1 JS N/A 28 4x8 1 1 1 28 - -4x8 H 4x8 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% ronn 03101 Revldon 3 E1Feepw DOM 3/17/04 TM info m ant, prvvfded to Pa report i prepared *Oro eneiaehv use of Pod**. 77* report my not b nepraduond k any format aatemt The mese putnitob a aa and Krantz a Antoci Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070319 Pour Date 4/11/2007 Report No. 41107-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 17:25 416 7924732 5 68 61 Placement Area Location Pile 602,603,604,605,606,607,608,609,563,564,567,568, 569 Sampled at 2.5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.41007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cem. xbs. 450 452 F. Ash lbs. 80 83 C. agg. Ibs.1 1943 1964 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1423 Water lbs. 230 214 Air Ent. (oz) Other(oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Sir. (psi) Set # By Type 7 4x8 12.57 0.0 49750 3,960 2 JS NIA 28 4x8 2 2 2 070319 4/18/2007 070319 5/9/2007 070319 -51912007 --- 28 .__.'4x8 070319 H 4x8 070319 070319 070319 070319 Remarks Results Reviewed Byy Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 Revision 3 6flediva Ode The btonaallon proMd.d en thk wort is prepared for the exclusive use el the Mend. N, wort may not be reproduced in any lomat without the 'mitten permission of the client and Kramn $ Maxi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070318 Pour Date 4/11/2007 Report No. 41107-3 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 19:20 426 792469 5 65 58 Placement Area Location Pile 602,603,604,605,606,607,608,609,563,564,567,568, 569 Sampled at 52 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.41007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 453 F. Ash lbs. 80 80 C. agg. lbs. 1 1943 1964 C. agg, lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1426 Water lbs. 230 214 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz} 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 18 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 4/18/2007 7 4x8 12.57 0.0 48750 3,880 3 JS N/A 5/9/2007 28 4x8 3 5/9/2007 28 -- -4x8 3 -- - H 4x8 3 070318 070318 070318 070318 070318 070318 070318 070318 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fonn 03,01 R.rfYon 3 Effective Dale 5!17Mi The Information Ind on ewe report S prepared br the ■cckeiva use of the dent. The report my not be reproduod In any fumed *Mod ttu rrrtCen prmisslon of the diene ad Kress 5 Aaeoc4 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070343 Pour Date 4/12/2007 Report No. 41207-1 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mail Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 6:30 98 Other Ticket # 183524 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 5 Mix Temp. (F) 61 Site Mix Air Temp. (F) 47 Unit Wt. (pcf) Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 22 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cm. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) _ Water Added on Job (gals.) Actual Weights 01600 566 1880 1417 259 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Date 070343 4/19/2007 070343 5/10/2007 070343 - 5/10/2007 070343 070343 070343 070343 070343 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 61789 4,920 1 JS N/A 28 4x8 1 28 -- 4x8 1— __- H 4x8 1 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% fore 03101 Widen 3 Meade* D. 6r12101 h. infonnelon pnovId.d an IIs mod is prepared for Ih. =dudes use of the client. Tho r.pott troy not be r tsoduc.d In any lomat without the written permission of the client rid Kneen &Me d Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070341 Pour Date 4/12/2007 Report No. 41207-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:45 136 183528 5-1/2" 62 47 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 55 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Gem. lbs. 520 520 F. Ash lbs. C. agg. Ibs. 1 1455 1476 C. agg. lbs. 2 485 Pea 483 C. agg. Ibs. 3 Sand Ibs. 1333 1326 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 c 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070341 4/19/2007 7 4x8 12.55 0.0 53843 4,290 2 JS NIA 070341 5/10/2007 28 4x8 2 28 4x8 - - -- y -- —2 H 4x8 2 070341 - 5/10/2007 - 070341 070341 070341 070341 070341 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Foes 03101 Revision 3 Effective Cuts 6/12/0' the Yfono.6on provided on Ws r.pod be tamed for On =cement use of the cant. This '.poet m.y tot he r.peodu ed h any formal v.ltho t the rotten penr,iselon of the client ad roman & Assn* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070342 Pour Date 4/12/2007 Weather Sunny Project Wesffieid Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 41207-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 7:25 751 183538 5-114" 63 47 Placement Area Location Slab on grade, grid 8 -121A -F at 8 to A -G.3 at 12 Sampled at 104 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1476 C. agg. lbs. 2 485 Pea 483 C. agg. lbs. 3 Sand lbs. 1333 1326 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070342 4/19/2007 070342 5/10/2007 070342 5/10/2007 070342 070342 070342 070342 070342 Remarks Results Reviewed Byt' Codes for Break Types: Design Strength 3,000 @ 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 58888 4,690 3 JS N/A 28 4x8 3 28----4x8. _..._. ---3- H 4x8 3 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Motive Dote 3/12/Or Th. Ydom+.don provided on Pis report N premed for rhe exckrgve we of the amer. This report may gat W reproduced rn .Iy fomnsi %elm ! nw 'mitten pn nnann of One aad and Kr®n 41 Aesoch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070339 Pour Date 4/12/2007 Report No. 41207-5 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 9:20 76 Other Ticket # 118903 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-3/4" 63 49 Unit Wt. (pcf) Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 245cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 569 1852 1417 261 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Date 070339 4/19/2007 070339 5/10/2007 070339 5/10/2007 -- 070339 070339 070339 070339 070339 Remarks Results Reviewed By J Field Cure Age 7 28 Design Strength 3,000 a 28 days Date Specimens Recd. Dim. 4x8 4x8 --28- _ 4x8 _— H 4x8 Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.55 0.0 58128 4,630 5 JS N/A 5 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% 5 Date Reviewed 3: Cone & Shear 4: Shear Rem 03101 Renew Eltwriw DM af1TiOer The trrkrrne ion provided on Ws report k prepared for the erclusive use d IM tient This report rosy not be reproduced in any brood lilted the melon permission of Modica and Kazan a Avoca Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070338 Pour Date 4/12/2007 Report No. 41207-6 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 76 118903 4-3/4" 63 49 Placement Area Location Slab on grade, grid 8 -12/A -F at 8 to A -G.3 at 12 Sampled at 280 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070338 4/19/2007 070338 5/10/2007 070338 5/10/2007 070338 070338 070338 070338 070338 Remarks Results Reviewed By Design Strength 3,000 @ 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 55662 4,440 6 JS N/A 28 4x8 6 - — 28 4x8 6 H 4x8 6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Roan 03101 Revfilon 3 Wadi*, M5l12/Or The Information provided on this report is prepared kr IM molusam use of the dont. Trek report may not be reproduced to err, fond without the written pemiadon of the dhnl and Krazan & Aaaoch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070337 Pour Date 4/12/2007 Report No. 41207-7 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:00 76 118919 5" 64 53 Placement Area Location Pile caps and grade beams 14/C -D, Piles 17/C, 171D, 171E Sampled at 15 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration Please refer to Field Report No.41207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 4/19/2007 7 4x8 12.55 0.0 55056 4,390 7 JS N/A 5/10/2007 28 4x8 7 -5/10/2007 28 4x8-----.— 7 H 4x8 7 070337 070337 070337 070337 070337 070337 070337 070337 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 00101 Revision 3 Effective Oats 6112/01 The i formailon provided on this report le prepared for the exclusive use dile client. This report may not Oe reproduced in any formeh without the written permission of the diem and Kraz, d Amore 144---'AIKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 20, 2007 KA No. 066-06316 Permit No. D06-245 RECEIVED 'APR 3-41007 paMOUI UTY Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 12 through April 17, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. oe5-42e, Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 dG Krazan $ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/12/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 6316DFR041207 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 53 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of slab on grade reinforcing grid 8 -12/A -F@ 8 to A -G.3@12 revealed Resteel to be complete per plans and specs. 3) Sampled concrete and cast 6 sets of (4) 4x8 test cylinders for testing reference report # 6316CR041207-1 thru 6316CR041207-6 for test data. 4) Performed visual inspection of Pile cap and grade beam reinforcing steel line 14/C -D and pile Cap reinforcing steel grids 17/C, 17/D, 171E revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR041207-7 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved plans, specifications, and regula Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Force 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. a.Zan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 631 h5So412o7 DATE: 04-12-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Malt JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 49 F STRUCTURAL STEEL 43) (FEJE113 SHOP WELDING V.T. Item(s) inspected: ❑ MATERIAL ID 1E1 U.T. 0 M.T. ❑ P.T. Pile splice fit up and continuous visual inspection of Splice welding Off site pile splices Location: Pile #'s 574, 575, 577, 2n0 splice Piles 485, 486, 487 Pipe # 1,2,3,4,5,6,7,8 'a Welder qualification/certification verified for. Previously verified. X Position: Process: x Weld Type: x Weld Size x Codes: x 0 FLAT VERTICAL HORIZbNTAL OVERHEAD 0 Filler Metal: E71t ❑ 0 0 0 SMAW F W GMAW SAW Other: ❑ VI ❑ 0 0 FILLET C.P. P.P. PLUG Other. ❑ ❑ 0 ❑ 0 3/16' 114" 5/16"/1L 3/8" Other: JR 0 AWS AIS IBC ASME E Other NOTES ❑ DISCREPANCIES ❑ % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic Examination of full pen splices on piles 421A, 421B, 423A, 423B, 574, 575, 577, 2n` Splice piles 485, 486, 487 revealed welding to be complete per plans and AWS D1.1-2006 with no releval Indications noted reference report #6316NDE041207-1 for test data. Performed Ultrasonic examination of full pen splices of off site welded ASTM A252 pipe piles pipe # 1 thrt 8 with no relevant indications noted reference report # 6316NDE041207-2 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the at1a 7 WAS NOT performed in accordance with the approved plans, specifications, and regul Superintendent/Representative: y Technician: George Naill 05161 welding Inspection Retort.doc Ef fe ti 1 active Date. 5/25/05 The information provided on this report is prepares for the exclusive use of the client. This report may not be reproduced in any format without the written pamssion of the client and Kraann & Aeseei tten ments. Q1Krazan8,AssociATEs,.. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041207-1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-12-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Naill MISC: WEATHER: Mostly Cloudy TEMP: 51 F X STRUCTURAL STEEL FIELD/SHOP WELDING OTHER V.T. El MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side. Tf=top QUANTITY OF WELDS 111 Bf=bottom ila�j C REJECT ' PROCEDURE LEGEND 7SDUCER 2r Z (n m directions. t=top. Bottom. T&BHop DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. Pile Splices .500 to .375 and .375 to .375 PCMI(1 Grid Line �p1 W 1 J JW W J W 0 d wJ g J W 2 W C w n or C. ATTENUATION FACTOR DEFECT RATING I SOUND PATH (ANGULAN DISTANCE) LENGTH DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER "X° DISTANCE FROM WELD END 'Y' Pile # 421 A 1 x 70 1.2 69 Pile # 421 6 1 x 70 1-2 69 Pile # 423A 1 x 70 1-2 69 Pile # 423B 1 x 70 1.2 69 Pile # 4 8 5 Splice#2 1 X 70 1-2 69 Pile # 4 8 6 Splice#2 1 X 70 1-2 69 Pile # 487 Sphce#2 1 X 70 14 69 Pile # 574 1 X 70. 1-2 69 Pile # 575 1 X 70 12 69 Pile # 577 1 x 70 14 69 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 10 ASTM Test Method: A587 Frequency: 25 MHz To the best of my knowledge, the abo 'WA,51 WAS NOT performed in accordance with the approved plans, specifications, and regulatory Superintendent/Representative: Technician: George Naill 2I5 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 48G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 / 922 Valley ave. N.W. Suite 101 Puyallup,, 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 140 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20105 The information provided on this report is prepared for the exclusive use of the client, This report may not be reproduced in any format without the written permission of the client and 'Gann & Associates. a,CJi.a4.L _ 8c A S S O C I A T E S, I N C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-12-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. • ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041207-2 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Mostly Cloudy TEMP: 51 F PC1 STRUCTURAL STEEL FIELD/SHOP WELDING F OTHER V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Tabfe 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Material % ' Weld FCAW Calibration Standard IIW xx Ref. ns --ear side. t =far side. Tf-top Range. Bfrbottom flange. Wb— b. N.S.E.W.=compass directions. t=top. Bottom. T&Bf=top and bottom flange. ASTM A252 I8" diameter'' 'A " wall pipe piles spliced offsite prior to delivery to site PCMKFGritl Line c W o 0 t yti K PG W bOCEDURE LEGND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO ' EFERENCE REPORT NO. o wJ A. DEFECT LEVEL 8. REFERENCE LEVEL C. ATTENUATION FACTOR 0 z aS V U1 .' fl SOUND PATH (ANGULAR DISTANCE) Ct wz J DEPTH FROM SURFACE DISTANCE FROM WELD CENTER 'X' 1 DISTANCE FROM WELD END 1" Pipe # 1 2 x 70 1.2 69 Pipe # 2 1 x 70 1-2 69 Pipe # 3 1 x 70. 1-2 69 Pipe#4 2 x 70 1-2 69 Pipe#5 1 X 70 1-2' 69 Pipe # 6 2 X 70 1-2 69 Pipe # 7 1 ' X 70 1.2 69 Pipe # 8• 3 X 70 1-2 69 Ultrasonic Test (U1) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: t3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM 'Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the ove74N7KgrtrS NOT performed In accordance with the approved plans, specifications, and regulatory Superintendent/Representative: Technician: George Neill 215 West Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Cetera, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, :371 • (253) 939-2500 1025 Late Palm Ave., #SCI, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, . , WA 98370 • (360) 598-2126 545 Parrott St. San lose, CA 95112 • (408) 271-2200 19501 1446 Ave NE 8F-300, Woodinville, WA 98072 • (425) 485-5519 051.05 UT Repos Rev. 1 Effective. 5/25/05 1/20/05 The informuioe provided on this report is prepared for the exclusive use of the dent. This report may not be reproduced in any format without the written pennisaion of the chert and Khan & Associates. • t- Kr FIELD aZai1 &As so c ATE S, INC. REPORT NO.: 6316DFR041307 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/13/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 56 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap reinforcing steel grids 161G.7, 16/J, 17.6/G.1, 17.61H Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR041307-1 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved p ans, specifications, and regu '; i Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 21zan&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-13-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041307 CONTRACTOR: Baiey Construction PERMIT NO: D06-245 INSPECTOR: G. Neill MISC: WEATHER: Partly Cloudy TEMP: 49 F X STRUCTURAL STEEL FIELD/SHOP WELDING F X V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other Material Alloy CIS Weld Joint CJP Standard No. AWS D1.1-1/Table 6 Xx Material Thickness %2 ° Weld Process FCAW Calibration Standard IIW Type 1 or DSC xx Ref. Dwg/detail ns -near side. fs=far Side. Tf=top flange. Sf=bottom flange. Wb=web. N.S.E.W.=compass directions. t=top. Bottom. T&Bf top and bottom flange. ASTM A252 18" diameter V2 " IOUANTITY OF WELDS PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. wall pipe piles spliced off site prior to delivery to site PCMK J Grid LineO W M W w O g W i' C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) (LENGTH DEPTH FROM SURFACE •A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END "r 4 CC d• Pipe # 9 1 x 70 14 59 Pipe # 10 1 x 70 I. 59 Pipe # 11 3 x 70 1.2 59 Pi pe # 12 2 x 70 1.2 59 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 7 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 7 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the ab 4NAS 7 WAS NOT performed in accordance with the approved plans, specifications, and regulato Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 Technician: George Neill 226 N. Sherman, Ste. A, Comm, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa.98371 20714 State Hwy 305 NE, Ste 3C, Poutsbo, WA 98370 19501 144n Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kwan & Associates. „Krazan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGSNEERIHG CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SSO41307 DATE: 04-13-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfierd Mali Expansion INSPECTOR: G. Nal LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy Temp: 49 F STRUCTURAL STEEL X FiELO / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Off site pipe splices for '72 ” x 1$" OD ASTM A252 pipe piles Location: Pipe #'s 9,10,11,12 X Welder qualification/certification verified for: Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E711 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3/16" 1/4" 5/16" 3/8" Other: Codes: X X X AWS AMSC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of off site welded ASTM A252 pipe piles pipe # 9 thru 12 with no relevant indications noted reference report # 6316NDE041307 for test data. _ Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abov. WAS WAS NOT perfomled in accordance with the approved plans, specifications, and regulatory re Superintendent/Representative: Technician: George Naill on 05104 welding Inspection Repon.doc Effective 1 Daze: 5!15005 The information provided os this report is prepared for the exclusive use of the client. This report may not be reproduced in any flannel without the wriltee permission of the client and Krazan & Associates. azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 174,4314 7 V kQ� -� ',1))l PROJECT #: PROJECT: 4def1111.IeW LOCATION: (244/AVN FL? 1Z 4ND, KRAZAN PROJECT MANAGER: SNiy NDE REPORTNO.: 3967 CONTRACTOR. 4/� PERMIT NO: /V/4 INSPECTOR: ,41 $i»'44'T/NQ MISC: e 644.1itC5' WEATHER: //r5f 9L TEMP: 604.p- 1g 0°p" 1g STRUCTURAL STEEL FIELD/ SHOP WELDING I 1 V.T. JMATERIAL ID U.T. M.T. P.T. '• ULTRASONIC EXAMINATION REPORT Specification no. D 1.1-96 /NDE -UT -1 Material Alloy Weld Joint CSP __. _......__—AWS ______ __C/5 Standard no.6D 1.1-96 Table Material ThicknessWeld Process AW -YAR/i0['.5 Calibration Standard IIW type 1 r S Ref. Dwg/detail ' ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange 1 1 1 !DATA DESCRIBED IN AWS D1.11 DISCONTINUITY INFO PC. MK.! Grid Line i o S w 3 { 2 1 d 1 D �z a �u I i I w a F w ¢ 1 O w w w Uw O ¢ a 1 w51 4 ¢ w 1 Q 1- i 0 w w n w 0 d w J w i w ¢ ai er o !lc) Z 0 Q ww < ci 2 o c w� 0 n 171 2 a a D o �n i 1 4 w Q I 5 xCC z a w ! w 0 Axl ¢ w 0 i�Ef i o LL' 0 ~ y a i r I w w t f o LL 0 ~ 0 1 Q Z ¢ d it w w LL w Q PC MA ciao? I '70" 67 a 35.=49 Ciooe Ft' / ' /3.2357/3.2357 I / 52353 / % I 8.73.2 7 / 1 . 332 / IX 1 4 8.7 1.41 ao / $.73s.L X / a2 32.3- as / ------172 34/7 - .20 1 X/415.2 g I •- Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK HOURS DESCPT IN OUT ST OT MIL Make: JKk'R SN SjL. QTY Conforming Welds /a77 Transducer: size SN QTY Nonconforming We ds 0 Couplant j QTY Examined Welds /•21 ASTM Test Method: A587 Frequency: ro the best of my knowledge, the above 3uperintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrett St .Sen .lose. CA 95117 • M09)271-2200 226 N. Sherman, Se( A, Corona, CA 92880 1501 15th Street NW, # 106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. F. 177th Flare. Woodinville. WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (4251 485-5519 an &ASsOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/14/2007 PROJECT #: 066-06316 PROJECT: LOCATION: Westfield South Center Expansion Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR041407 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Partly cloudy TEMP: 56 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile reinforcing steel Piles 426, 425, 424, 423A, 423B, 421A, 421B, 463A, 463B, 458, 459, 460, 461, 485, 486, 487, 488, 483A, 483B, 481, 482, 543A, 543B, 544, 545, 562, 565, 569, 570, 572, 573 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders for testing reference report # 6316CR041407-1 thru 6316CR041407-3 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed In accordance with the approved p ans, specifications, and reg Superintendent/Representative: Technician: George Nail! Offices Serving the Western United States ments. Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. aLJan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR041407 DATE: 04/14/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly cloudy TEMP: 56 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel line 13.91D -F.7, pile caps Grid 18.82/F.5, 20/F.2, 201G revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference report # 6316CR041707-1 and 6316CR041707-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and regulat. r ments. Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. azar&ASSOC1ATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-16-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion WELDING INSPECTION REPORT NO.: 6316SS041607 CONTRACTOR: Galey Construction PERMIT NO: D06-245 INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 56 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Location: Piles # 576, 579, 581, 610, 611, 612, 613, 630, 632, 633, 634, 635, 636 X Welder qualification/certification verified for. Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3/16" 114" 5/16" 3/8" Other: Codes: X X X AWS AJSC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on piles # 578, 579, 581, 610, 611, 612, 632, 633, 634 with no relevant indications noted reference repart # 6316NDEQ41607for test data. • -- • - - - Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abo e WASE! WAS NOT performed in accordance with the approved plans, specifications, and regulatory re Superintendent/Representative: Technician: George Naill cv tion I05104 Welding ton Report.doc Effective Date: 5/25/05 The information provided an this report is prepared for the exclusive ase of the client. This repos may not be reproduced in any format without the written permission of the client and Krazau & Associates. UM. BM aZ&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-16-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041607 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Neill MISC: WEATHER: Mostly Cloudy TEMP: 56 F X STRUCTURAL STEEL FIELD/SHOP WELDING x V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS DIA-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Material Various Weld FCAW Calibration Standard IIW xx Ref. ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W.-compass directions. loop. Bottom. TB,Bf=top and bottom flange. Fun pen splices of pipe piles .375 to .375 by 18" dia. And .375 to .500 by 18" dia. PCMK / Grid Line 0 o § o a U 0 PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED tN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. LEG A. DEFECT LEVEL a. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGOLAN DISTANCE) LENGTH DEPTH FROM SURFACE 'A' [DISTANCE FROM WELD CENTER •X" DISTANCE FROM WELD END "if* Pile #610 1 x 70 1.2 59 Pile # 611 1 x 70 1.2 59 Pile # 612 1 x 70 1.2 59 Pile # 630 1 x .70 1.2 59 Pile #632 1 X 70 1-2 59 Pile # 633 1 X 70 1-2 59 Pile # 634 1 X 70 1-2 59 Pile # 578 1 X 70 1-2 59 Pile #579 1 X 70 1.2 59 Pile # 581 1 X 70 1.2 59 Ultrasonic Test (LIT) Equipment Make: USN 58L SN 013K1 L Transducer: Size .750x.750 SN 01MM35 Couplant: Sonotrace Grade 30 ASTM Test Method: A587 Frequency: 2.,75 MHz CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): QTY Nonconforming Welds: 0 QTY Examined Welds: 10 To the best of my knowledge, the ab e/WAS NOT performed in accordance with the approved plans, specifications, and regulato Superintendent/Representative: Technician: George Neill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #80, Modesto, CA 95351 545 Parrott St San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A. Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyall . a. 98371 20714 State Hwy 305 NE, Ste 3C ' . sbo, WA 98370 19501 t441° Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5r25/05 1/20/05 The information provided on this report is prepared for the exclusive use of the client. his report may oat be reproduced in any format without the written permission of the client and Kraun & Associates. t.lL_J(>Ll1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-17-07 PROJECT #: 066-06316 WELDING INSPECTION REPORT NO.: 6316SS041707 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy Temp: 58 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL 1D X U.T. M.T. P.T. Item(s) inspected: Visual inspection of pipe pile splice fit -up and continuous visual inspection of full pen welding Location: Piles # 611, 614, 637, 639, splice 2 pile 610 X Welder qualification/certification verified for Previously verified. X Position: X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X 3/16" 1/4" 5/16" 3/8" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices on piles # 610 splice #2, 611, 613, 614, 635, 636, 637 639, 576 with no relevant indications noted reference report # 6316NDE041607for test data. Equipment/Asset Number(s): ASTM Test #: - To the best of my knowledge, the abo AS AS NOT performed in accordance with the approved plans, specifications, and regulatory r Superintendent/Representative: Technician: George Naill 05104 Welding Inspection Report.doc The information provided on this report is prepared for the exclusive use of the client. This repeat may not be reproduced in any format without the written ionl Effective Date: 5/25/05 of the client and Krazan & Associates. Krazan &ASS4ClATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-17-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041707 CONTRACTOR: Beley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! M1SC: WEATHER: Mostly Cloudy TEMP: 57 F X STRUCTURAL STEEL F FIELD/SHOP WELDING x V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other 01.1-1/Table 6 Type 1 or DSC Material Alloy Thickness Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Material Various Weld FCAW Calibration Standard IIW xx Ref. ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=web. N.S.E.W.=compass directions. t=top. Bottom. T&Bf"top and bottom flange. I--- Full pen splices of pipe piles .375 to .375 by 18" dia. And .375 to .500 by 18" dia. PCGrid tine Pam 1 o tG7 1 0} t kCCEPT w PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO kEFERENCE REPORT NO. 1 W L. DEFECT LEVEL S. REFERENCE LEVEL C. ATTENUATION FACTOR . DEFECT RATING SOUND PATH (ANGULAN DISTANCE) [LENGTH DEPTH FROM SURFACE 'X DISTANCE FROM WELD CENTER "V] DISTANCE FROM WELD END -y' Pile # 610 Splice#2 1 x 70 14 66 Pile #613 1 x 70 1-2 66 Pile # 614 1 x 70 14 , 66 Pile#631 1 x 70 1-2 66 Pile # 635 1 X 70 W 66 Pile # 636 1 X 70 1-2 66 Pile # 637 1 X 70 1-2 ii Pile #639 1 X 70 14 66 Pile # 576 1 X 70 14 1f Ultrasonic Test (UT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 9 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 9 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above WAS SAS NOT performed in accordance with the approved plans, spec cations, and regulatory Technician: George NaiIJ Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave„ #80, Modesto, CA 95351 545 Parrott St San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyal .., Wa. 98371 20714 Slate Hwy 305 NE, Ste 3C, ' ulsbo, WA 98370 19501 140 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20/05 The information provided on this report is prepared for the exclusive use of tbe client. This report may not be reproduced in any format without the written permission of tbe client and Kraraa & Associates, RECEIVED �-- APR 2 0 2001 Krazan &ASSOCIATES , INC. COMMUNITY DEVELOPJI6ENT GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 13, 2007 KA No. 066-06316 Permit No. D06-245 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mali Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from April 5 through April 11, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. eaD74-, Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 & Associates, Inc. GEOTECHNICAL ENGNEERINC • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: H 2611 PROJECT #: Ogg ' 06 3 1(3 PROJECT: F+4Jd 5. L 1r)XI- t-erce,evezc4,4 LOCATION: 5-CsrZrG2 rvpu- KRAZAN PROJECT MANAGER. /4,6 . G . FIELD REPORT NO: 89490 CONTRACTOR: 6ALsi c 7' JURISDICTION: C�-h A PERMIT #: cXo —Z.YS" INSPECTOR: &,,, 11;71, WEATHER:.5c,.l„r,,.,,\ 1 TEMP: -7/ if 7Zeri c 4 CSD Caw -cif -cm' _ 1s•At> . vp-en a s : 6 As 71-1E in(1- -r'o PeeK,2+ 11.6x,r cot cA--r Ces4- fat �6� f -rr3 G+ a a,Y. 1:4E -.Ice Te T?i-"- S ltcs W? t—' Z 'WI G0—x2-atro- -Pro ,r a d'►.\ =,4110Fe .04 .r QgVrnF.a P1a,.-s a i-.. O L ::C P. -PS ?z.15 nue de �a c2 SEE` - €e l Z /e i p.. RE-.EA.-s9f5si's'sy z6 cam►-sPt see PGL- Pi -4/N) Ldp IZFs-*`'t112, Coy, if 237. 3 t c„,c-a.'s 3 SETS ag (') gberi< TEW Pte/ L.Ti.Ostis R 4t— T i .& RrVs -ycG C,.+2-"Wf Z4 9 / 7-`4910 q VP:X.79 F'04, 7-'6W7 f, . Equipment/Asset Number(s): To the best of my knowledge, the abo / WAS NOT performed in accordance with the approved pians, specifications, and r- : krtory requirerntcks. Superintendent/Representative: 1501 Field Rep, rr.dorc. Technician: Serving the Western United ates Revision I Effective Date. Sf2Si05 rhe information provided an this report is prepared for the exclusive use of the client. This report may not he reproduced in any format without the wnnen permission of the client and Krvan & associate;. (626)4414382 ANFac ASSOCIATES rza: 026) 4,01-8092 14/V iftiJ o*► 1 tfe MCMister Aiwa; *ea 111. Ill Kook%CA9173! } } >�. Nab 0(0 afs- 41`6,74, SiZioso �. o GM r 0 F sew (I) c-;lf. 1 f; +a-f:s c ?NK € l $ Law 1 Z� tAJ / Dart vt-t . I N i s1.1 .f -c_ 5 c.-045 4 U - 117 -rte. "'TfLiM kclzEit.c_g r cPtCE 6.1- 4 ' NAT Tui r? cr -Pti {- 631'341 /5 ,+. APpou E g aro o. • 9REQUEST FOR INFORMATION Southcenter Mali RFI 0737 TO: PHONE: FAX: ATTN: WEA South Center FROM: 11601 Wilshire Blvd. Los Angeles, CA 90025-1748 (310) 445-2488 PHONE: (310) 478-4468 FAX: Rick McBride (rmcbride@westfield.com) Patrick Burns (pbums@westfield.com) Victor Raskovsky (VRASKOVSKY aQus.westfield.com) BY: PROJECT 25205 DATE: NO. SUBJECT: SPEC. REF. DWG. REF. COST IMPACT Lap at Pilings on Pile Cap at grid 16 and SUB: D TRADE: Bayley Construction 633 Southcenter ' Seattle, WA 98188 (206) 4.44-6265 (206) 444-6273 Jim Garrison (jim.garrison@bayley.net) Michael Williams (michaelw@bayley.net) Al Berg (alb@bayley.net) Mike MUler(michaelmCafbavlev.net) Joe Mclnelly(joem@bayley.net) 4/5107 SAK S1.1, ST2 JOB NO. 25205 ❑Yes ❑No ®Answer Dependant SCHED. IMPACT ❑Yes ❑No ®Answer Dependant PLEASE PROVIDE THE FOLLOWING INFORMATION/CLARIFICATION: Please confirm that 27" minimum lap for the pilings along grid 16, for the cap at grid 16 and D is all that is required in order to provide sufficient room for the shear key in the attached sketch. Per our discussion, we have 30' of lap on three "A" bars on the northern piling, and 27" of lap on 3 "A' bars on the southern piling. Thanks, BY: Jeremy Baird DUE DATE / TIME: 4/5/07 RESPONSE: We reviewed our structural calculations and the required capacity of the pile group is only 70 % of the allowable capacity of the pile group. The 27" lap will be sufficient for the #8 bars. (70% X 37" = 25.9") BY: Danny Yu RESPONSE DATE: 04-05-07 ATTACHMENTS: List attachments here: DISTRIBUTION: Patrick Burns, Westfield Victor Raskovsky, Westfield AI Berg, Bayley Construction Mike Miller, Bayley Construction File: 25205 -17{737) Jim Garrison, Bayley Construction Michael Williams, Bayley Construction Greg Sherman- Holmes Electric Scott Bucher- MacDonald Miller Steve Grasso, Bayley Construction Joe McIneIly, Bayley Construction Jayson Johnson- SAK Construction cu.1- eo, LTT Apr 4 '07 15:24 P.01 lathipe it � w -t H oQ k4 .... Poivrt -.. El:. LeK CWV 5R- pie - Le. cAfs 12,ttilt, C f L t c.'T MO lO X-4110 pfS', 411- }ceived Time Apr, 4• 2:32PM 11(1 !°1., A 4-A- S,at c1AlG-5.: Q1(razan &A550CIATES,�NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR040507 DATE: 04/05/2007 CONTRACTOR Beley Construction PROJECT it 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall INSPECTOR G. Naill JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 74 F Structural Steel Arrived on site as requested by the contractor to perform Structural Steel inspection, In conformance To project plans and specs. 1) Met with contractor to verify inspection and review pians. 2) Performed visual inspection of fit up of pile splices for piles 562, 563, 565, 567, 566, 569, 628, 629 600, performed continuous visual inspection of full pen splices of piles 562, 563, 565, 567, 566, 56' 628, 629, 600. 3) Performed Ultrasonic examination and final visual inspection of full pen splices on piles 562, 563, 565, 566, 567, 569 revealed welding to be complete per plans and AWS D1.1-2006 with no Relevant indications noted. 4) Welder certs. previously verified Equipment/Asset Number(s): To the best of my knowledge, the above WAS 01 WAS NOT In performed in accordance with the approved plans, specifications, and SuperintendentIRepresentathre: Technician: George Nail! Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. !IKI'21.73JT1FIELD &ASSOCIATES,INc. REPORT NO.: 6316DFRo40607 GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/06%2007 CONTRACTOR: Batey Construction PROJECT *: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny TEMP: 70 F Structural Steel Arrived on site as requested by the contractor to perform Structural Steel inspection, In conformance To project plans and specs. 1) Met with contractor to verify inspection and review plans. 2) Performed visual inspection of fit up of pile splices for piles 604 and 608, Performed final visual Inspection and Ultrasonic examination of full pen splices on pile #'s 600, 629, 628, 604, 608 Which revealed fit up and welding to be complete per plans and AWS D1.1-2006 with no Relevant indications noted. 3) Welder W.A.B.O. certs. Previously verified. Equipment/Asset Number(s): To the best of my knowledge, the above WAS EP WAS NOT 0 primed in accordance with the approved plans, speaTications, and regulato Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «i(razari siAssoc,ATES,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/09/2007 PROJECT If: 066-06316 PROJECT: LOCATION: Westfield South Center Expansion Soth Center Mall FIELD REPORT NO.: 6316DFR040907 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 50 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel 19/D.4 -E.5, 191C.3 Revealed resteel to be complete per plans and specs and RF1 # 420. 3) Sampled concrete for testing and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR040907-1 for test data. 4) Performed visual inspection of pile reinforcing steel for steel pipe piles 598, 599, 600, 601, 626, 627, 628, 629 revealed resteel to be complete per plan and RF1's 383, 719 5) Sampled concrete for testing and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR040907-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT 0 performed in accordance with the approved plans, specifications, and regul Superintendent/Representative: Technician: George Nail! Offices Serving the Western United State Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(i'a21r1 8tASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-09-07 PROJECT #: 066-06316 WELDING INSPECTION REPORT NO.: 6316SS040907 CONTRACTOR: Galey Construction PERMIT NO: D06-245 PROJECT: Westfield Matt Expansion INSPECTOR: G. Naill LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. t: STRUCTURAL STEEL JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy Temp: 54 F HOP WELDING V.T. 0 MATERIAL ID .Jst U.T. 0 M.T. 0 P.T. item(s) Inspected: Pile splice fit up and continuous visual inspection of Splice welding Pile #'s 570, 571, 573, 543B, 543A, 544, 545 ❑ Welder qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: ❑ ❑ FLAT VERTICAL ❑ SMAW FFIAW ❑ ,E�9 FILLET C.P. ❑ ❑ 3116" 114" AWS AISC A0.1 2.es HORIZ• ONTAL GMAW 0 P.P. 0 5/t6" 0 OVERHEAD 0 Filler Metal: E71t O u SAW Other. ❑ 0 PLUG Other. O ❑ 318" Other. ❑ ❑ G1P3 ASME Other NOTES ❑ DISCREPANCIES ❑ % COMPLETE Usual inspection revealed welding to be complete per plans and AWS 01.1-2006. Performed Ultrasonic Examination of full pen splices on piles 570, 571, 573, 543B with no relevant Indications noted reference report # fi316NDE040907 for test data. Equipment/Asset Number(s): To the best of my knowledge, the a 1 WAS NOT performed in accordance with the approved plans, specifications, and regulat • /. ASTM Test #: Superintendent/Representative: Technician: George Naill 05104 Welding Inspection Reparr.doc The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any rs rmet without the written permission Revision 1 Effective Date: 3r2905 the client and Krazaa $ A••^^ates. Q-Kraz an &AsSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-09-07 PROJECT #. 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE040907 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR G. Nadi MISC: WEATHER: Mostly Cloudy TEMP: 54 F n STRUCTURAL STEEL n FIELD/SHOP WELDING OTHER V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-11Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detaii CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. te=far side. Tf=top g 9 nano. s i 8J Bf=bottom Li flange. � Wb --web. 2 N.S.E.W. W � compass directions. t lop. Bottom. T&Bf=top DATA DESCRIBED IN AWS D.1.1 and bottom Mange. DISCONTINUITY INFO REFERENCE REPORT NO. Pik Splices .500 to .375 and .375 to 375 W` sort 112,4•4 Yws {(yj U Wµ 1 O 1 B. REFERENCE LEVEL C. ATTENUATION FACTOR U ttiy O C SOUND PATH (ANGULAR DISTANCE) Z ;EPTH FROM SURFACE' A' DISTANCE FROM WELD CENTER'XX .- a a RI W y_ G Pile # 570 1 x 1-2 69 Pile # 573 1 x 1.2 69 P i l e # 5 7 3 1 x 1.2 6 Pile # 543B 1 x 1.2 6 r Ultrasonic Test (UT) Equipment Make: USN 58L SN 0131(11 CONFORMANCE OF WORK QTY Conforming Welds: 4 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 4 ASTM Test Method: A587 Frequency/ 2.25 MHz To the best of my knowledge, the above WAS 1 WAS NOT performed in accordance with the approved plans, apedfications, and`ory req "' nq Superintendent/Representative: Technician: Gear•e Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 88G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 The information provided on this report is prepared for the exclusive use of the client 226 N. Sherman, Ste. A, Corona, CA ' t r • (909) 549-1188 922 Valley ave. N.W. Suite 101 Puyallup, Wa. ' ; . • (253) 939-2500 20714 State Hwy 305 NE, Ste 3C, Paulsbo, W 70 • (360) 598-2126 19501 144° Ave NE 4F-300, Woodinville, W 98072 • (425) 485-5519 05105 UT Report Rev 1 Effective 5)25/45 1/20/05 This report may not be reproduced in any format wiNwt the written permission attic client and Kranz & Associates IKra.ziri &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-10-07 PROJECT ft 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041007 CONTRACTOR: Galey Construction PERMIT NO: INSPECTOR: MISC: 006-245 G. Nalll WEATHER Cloudy TEMP: 50 F n STRUCTURAL STEEL F FIELD/SHOP WELDING OTHER V.T. 0 MATERIAL ID Ultrasonic Test (UT) Equipment Make: USN 581_ SN O13K1L CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 10 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the a WAS AS NOT performed in accordance with the approved plans. specifications. and reguiat. . •!"� Superintendent/Representative: Technician: r Geor.e Nail! 215 Weat Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakessfietd CA 93308 1025 Lone Palm Ave„ 88G, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste, A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyatfup, Wa, 20714 State Hwy 305 NE, Ste 3C, Poulsbo, W 19501 144`" Ave NE #F-300, Woodinville, • (909)549-1188 98 • (253) 939-2500 8370 • (360)598-2126 A 98072 • (425)485-5519 05105 UT Report Rev. 1 Effective 525/05 1/20/05 The information provided ae this report is prepared for the exclusive use of the diem. This report may not be r epro b.ced in my format without the written permission of the client sod Kremn & Associates. ULTRASONIC EXAMINATION REPORT Specification Standard No. Calibration Standard No. AWS DIA-1/Other D1.1-inable 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP AWS Xx Various Weld FCAW LIW xx nssnear side. is --tar side. Tt-toptlange. �1 S. i $ Bf•bottom � REJECT LLL w m httOCEDiIRE LEGEND TRANSDUCER ANGLE Z directions. s=top. Bottom. T&BM=top DATA DESCRIBED IN AWS B.1.1 and bottom Range. OISCONTINUfY INFO REFERENCE REPORT NO. Pile Splices .500 to .375 and .375 to 375 PCMKIGrid Line t7 W DEFECT LEVEL w .1 w w K ei C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) to DEPTH FROM SURFACE 'A' DISTANCE FROM HELD CENTER "X DISTANCE FROM WELD ENO Pile # 543A 1 x 70 14 69 Pile # 544 1 x 70 14 69 Pile # 545 1 x 70 14 69 P i l e # 4 8 1 1 x 70 14 69 P i l e # 4 8 2 1 X 70 14 69 Pile # 483A 1 X 70 14 69 Pile # 4838 1 X 70 14 69 P i l e # 5 6 4 1 X 70 1-2 69 Pile # 5 6 8 1 X 70 1.2 60 Pile # 572 1 x 70 12 69 Ultrasonic Test (UT) Equipment Make: USN 581_ SN O13K1L CONFORMANCE OF WORK QTY Conforming Welds: 10 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 10 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the a WAS AS NOT performed in accordance with the approved plans. specifications. and reguiat. . •!"� Superintendent/Representative: Technician: r Geor.e Nail! 215 Weat Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakessfietd CA 93308 1025 Lone Palm Ave„ 88G, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste, A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyatfup, Wa, 20714 State Hwy 305 NE, Ste 3C, Poulsbo, W 19501 144`" Ave NE #F-300, Woodinville, • (909)549-1188 98 • (253) 939-2500 8370 • (360)598-2126 A 98072 • (425)485-5519 05105 UT Report Rev. 1 Effective 525/05 1/20/05 The information provided ae this report is prepared for the exclusive use of the diem. This report may not be r epro b.ced in my format without the written permission of the client sod Kremn & Associates. IKJ.i'2I.ZaITl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS041007 DATE: 04-10-07 CONTRACTOR: Batey Construction PROJECT it: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Malt Expansion INSPECTOR: G. Neill LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 50 F LI STRUCTURAL STEEL $i. EI_t7 SHOP -WELDING $i V.T. 0 MATERIAL ID J U.T. ❑ M.T. 0 P.T. Item(s) inspected: Pile splice fit up and continuous visual inspection of Splice welding Location: Pile #'s 564, 568, 572, 481, 482, 483A, 4838 0 Welder qualification/certification verified for: Previously verified. X Position: ❑ ❑ J ❑ FLAT VERTICAL HORIZONTAL OVERHEAD 0 Filler Metal: E71t Process: 00 0 ❑ x SMAW F.FIW GMAW SAW Other: Weld Type: ❑ 0 ❑ x FILLET C. C.P.. P.P. PLUG Other. Weld Size ❑ 0 ❑ 0 0 X 3/16" 114" 5116' 3/8" Other. Codes: 0 0 0 x AW AISC IB ASME Other NOTES 0 DISCREPANCIES ❑ % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic Examination of full pen splices on piles 543A, 544, 545, 564, 568, 572, 481, 482, 483A, 483B revealed welding to be complete per plans and AWS D1.1-2006 with no relevant indications Noted reference report #6316SS041007 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abo rhe WA5 WAS NOT performed in accordance with the approved pians, specifications, and firemen Superintendent/Representative: Technician: George Naill osiat wddias Inspection RepatEffective Revision nme: snsros The information provided on this report is prepared for the =desire me of the clime. This reptxt may not be reproduced in any format mahout the written penpfssion orthe client Ind $rezan & Associates. Q1KtraZarl &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANC) INSPECTION DATE: 04/11/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR041107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR G. Naill JURISDICTION: City of Tukwila WEATFIER: Mostly Sunny TEMP: 58 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel 20B -C.3, Pile caps 19/B, 20/D, 20/D.5, 17/E.6, 181E.2, 18/D.8, 18/D, 181C revealed resteel to be complete per plans and Specs 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR041107-1 for test data. 4) Performed visual inspection of pile reinforcing piles 602, 603, 604, 605, 606, 607, 608, 609, 563, 564, 566, 567, 568 revealed resteel to be complete per plans and specs 5) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR041107-2, 6316CR041107-3 for test data. Epoxy dowels 1) Performed visual inspection of Slab epoxy dowels lines 8.9/A.75 -B, BI8-8.9 verified hole prep, bar Size, embedment and use of Hilti HY-150 epoxy per plan detail AIS5.1 and RFI # 390R2 Equipment/Asset Number(s): To the best of my knowledge, the above WAS 1211 WAS NOT 0 performed in accordance with the approved pians, specifications, and regul menta J SuperintendentRepresentative: Technician: George Naill Offices Serving the Western United Statesv Form 1501 r.l Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client, This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Q1Kraz an &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04-11-07 PROJECT t. 066-06318 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE041107 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Mostly Sunny TEMP: 61 F 0 STRUCTURAL STEEL 0 FIELD/SHOP WELDING OTHER V.T. Q MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx ns=near side. fs=far side. TF=top Range. Bf=bottom Rama. WbAweb. N.S.E.W.=cornpass directions. trop. Bottom. T&Br=tap DATA DESCRIBED IN AWS 0.1.1 and bottom Range. DISCONT4NUITY INFO 2 iii m Pile Splices .500 to .375 and 375 to .375 pCA Bi l Grid UnaW J A DEFECT LEVEL S REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH {ANGULAN DISTANCE) A IDEPTH FROM SURFACE "A` DISTANCE FROM WELD CENTER "X' W6 O ff W o Pile # 485 1 x 70 1.2 69 Pile # 486 1 x 70 1-2 69 P i l e # 4 8 7 1 x 70 12 € Pile # 488 1 x 70 1-2 69 Pile # 463A ,_ 1 X 70 1.2 69 Pile # 463B 1 X 70 14 69 Pile # 458 1 X 70 1.2 69 Pile # 459 T 1 1 X X 70 70 1-2 1.2 I 69 69 Pile # 4 6 0 Pile # 4 6 1 1 x 70 1-2 69 P i I e# 4 2 4 1 X 70 1-2 69 Pile # 425 1 X 70 1,2 69 Pile # 426 , 1 ]r _70 1-2 69 Ultrasonic Test (UT) Equipment Make: USN 56L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welts: 13 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Weida: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above EWA( WAS NOT performed in accordance with the approved plans, specifications, and SuperintendentiRepresentative: Technician: Georg a Naili 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Am, 880, Modesto, CA 95351 545 Parrott St. San rose, CA 91 l 12 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley eve. N.W. Suite 101 Puyallup, W 20714 State Hwy 305 NE, Ste 3C, Potdsbo 19501 1446 Ave NE lP-300, Woodinvi • (909)549-1188 371 • (253) 939-2500 A 98370 • (360) 598-2126 WA 98072 • (425)485-5519 05105 Ur Report Rev. i Effective 5/25/05 1/20105 The iarurmuion provided on this report is prepared Rx the etchrsive use of the diene This report may not be reproduced in any Ibnnnr without the wriaeo permission of the diets and Kramo & Associates. Qkrazan&ASSOCIATES,INC. GEOTECIfNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION WELDING INSPECTION REPORT NO.: 6316SS041107 DATE: 04-11-07 CONTRACTOR: Baley Construction PROJECT its 066-08316 PERMIT NO: 006-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Sunny Temp: 61 F STRUCTURAL STEEL C t.D Hfi—W NG j V.T. 0 MATERIAL ID -® U.T. 0 M.T. 0 P.T. Items) inspected: Pile splice fit up and continuous visual inspection of Splice welding Location: Pile #'s 486, 487, 458, 459, 460, 461, 463A, 4838, 421A, 4218, 423A, 423B, 424, 425, 426 �] Weider qualification/certification verified for Previously verified. x Position: 0 0 0 FLAT VERTICAL HORIZONTAL OVERHEAD 0 Filler Metal: E71t Process: ❑ ❑ 0 0 X SMAW CAW GMAW SAW Other Weld Type: 0 ❑ ❑ 0 X FILLET C.P. P.P. PLUG Other. Weld Site 0 0 0 0 0 X 3/16" 1/4" 5/16' 3/8' Other: Codes: _la ❑ 0 0 X AWS AISC IBC ASME Other � NOTES ❑ DISCREPANCIES 0 % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic Examination of full pen splices on piles 485, 486, 487, 488, 463A, 463B, 458, 459, 460, 461, 424, 425, 426 revealed welding to be complete per plans and AWS D1.1-2006 with no relevant Indications noted reference report #6316NDE041107 for test data. ASTM Test #: To the best of my knowledge, the abo S! /AS NOT performed in accordance with the approved plans, specifications, and regu . 1ire -nts. Equipment/Asset Number(s): Superintendent/Representative: Technician: George Naill 05104 Welding inspection Report. dor Revision itr eesive Due 5/25/05 The information provided on this report 4 prepared for the exclusive use of the diem. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «IKr3Zafl & ASSOCIATES, INC RECEIVED /APR 2 0 2007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERINGNEECOMM CONSTRUCTION TESTING & INSPECTION April 6, 2007 KA No. 066-06316 Permit No. D6425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. e 6) 6,7,06,L - Kathryn E. Gordon Project Manager Puyallup Division S1{H/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074320 Pour Date 2/27/2007 Report No. 26690 Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 15:15 74 181394 4" 64 45 Placement Area Location Grade Beams J/8-9, H/8-9, 10/J -J.8, 9/J -J.8 Piles caps H15, H/6, G.8/5, G16, F.9/5 Sampled 12 cyds out of 16.5 cyds placed,. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.66449 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1548 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074320 3/6/2007 7 4x8 12.53 0.0 41552 3,310 1 SS NIA 074320 3/27/2007 28 4x8 12.57 0.0 76675 6,100 1 BH WA 074320 3/27/2007 28 4x8 12.57 0.0 77402 6,160 1 BH N/A 074320 H 4x8 1 074320 074320 074320 074320 Remarks Results Reviewed By g' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming • 3: Cone & Shear 4: Shear 5: Columnar (Split) P oem oa1m R.vrbn E ffective arts 45177/0r The YdomWlon melded on tN. noodle prepared Ior tlr. oxdwrro us* of the dirt Til marl may not be r prmcro.d any bam.t without the M.Wn p.md..bn of his died rd Kiran a Mood Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074315 Pour Date 2/28/2007 Report No. 22807 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:00 20 118544 5-112" 65 45 Placement Area Location Pile caps grids L/6, J/6, F.317, E.5/6 Sampled 13 cyds out of 15 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator. Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. tbs.1 1860 1868 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1425 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074315 3/7/2007 7 4x8 12.60 0.0 34962 2,770 1 SW N/A 074315 3/28/2007 28 4x8 12.58 0.0 70722 5,620 1 SW NIA 074315 3/28/2007 28 4x8 12.58 0.0 68496 5,440 1 SW N/A 074315 H 4x8 1 074315 074315 074315 074315 Remarks Results Reviewed By ac, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% lam 07101 Ranldon 3 Mech. Doh 6117/0' The adamaIon pmrilad en this report Y preprad for IM .odl lva use of the dal Tors report rosy not be reproduced In any format N hat 0n written permkabn of the darn and Wean i Mooch ru OLast 171 r►aaUL.ldtCa, sl IL. 1)U I - WWI OLIVISL nn OUILC IUo, NUUUFil, VV/4 VODUL, EL3.)) Zp3V-L3UU Project No. 066-06316 Cyl. Code 074314 Pour Date 3/1/2007 Report No. 30107 Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:30 136 121263 4" 6+ 45 0:00 Placement Area Location Pile caps and grade beam line 5/J -K, pile caps D/8, E/8, L/9.4 Grade beams 11/6-C, 10/J.8 -K, 12/J.8 -L Sampled 3 cyds out of 27 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Com. lbs. 564 563 F. Ash ibs. C. agg. lbs. 1 1860 1863 C. agg. ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1410 Water lbs. 279 261 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074314 3/8/2007 7 4x8 12.58 0.0 50886 4,040 1 KC N/A 074314 3/29/2007 28 4x8 12.59 0.0 68936 5,480 1 SW NIA 074314 3/29/2007 28 4x8 12.59 0.0 75156 5,970 1 SW N/A 074314 H 4x8 1 074314 074314 074314 074314 Remarks Results Reviewed By 4.: Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 00101 Revision 3 Effective t. 6112101 11r Ydomrkn prevldsd on dds report 1e propend fertile exclusive use of lir aka This report rten, not be reproduced litany lomat without me slides permission of ms Dent ed K,u.n & Assad eesaa.ma awJ1043,aJadae00, ellb. 11.01I 14111 OU foal 1110 AUIW 11./1.1, ?%UIJUI11, 1YM i117UUL, tL:JJJ aJ.7 L: UU Project No. 066-06316 Cyl. Code 074343 Pour Date 3/2/2007 Report No. 30207-1 Weather Cloudy/Lt Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:25 76 118557 5" 54 43 Placement Area Location Pile caps B.2/7,B.2/8 piles caps and grade beams C/7-9.8, 9/B-C.3,B/9-C/8 grade beams L/10-12, 11.1/L-M.3,12/L-M.3 M.5/10-11.1 Sampled 35 cyds out of 120 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR030207 Inspector G. Nail! Reported Batch Data Design Actual 'Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1421 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074343 3/9/2007 7 4x8 12.58 0.0 46755 3,720 1 SW N/A 074343 3/30/2007 28 4x8 12.56 0.0 74597 5.940 1 SS N/A 074343 3/30/2007 28 4x8 12.56 0.0 73949 5,890 1 SS N/A 074343 H 4x8 1 074343 074343 074343 074343 Remarks Results Reviewed By rek Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 !wren 3 Effective NW 6f17101 The Yronnelbn provided on this report Is prepared forth. exclusive use of the diem. This report may not reAvduoed In my forme anal the lotion permission ofthee demi and Kronen & Miami •-•••r—•. Ion r.oaVV..awe, I•Iv. IHV / - eHNI eJUOOL IITT VUILO III/1J, rNwUUIH, 11VP1 aUVVL, (Lau; .I .iIVU Project No. 066-06316 Cyl. Code 074344 Pour Date Weather Cloudy/Lt Raid Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 3/2/2007 Report No. 30207-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Time Truck# Ticket # 13:50 18 181574 Mix Slump Temp. % Air (in.) (9 4-112" 55 Site Mix Air Temp. (F) 43 Unit Wt. (pcf) Placement Area Location Pile caps B.217,B.2/8 piles caps and grade beams C/7-9.8, 9B-C.3,B/9-C/8 grade beams 1/10-12, 11.1/L-M.3,12/L-M.3 M.5/10-11.1 Sampled 55 cyds out of 120 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibration Please refer to Field Report No.631 6DFR030207 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. ibs.1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 558 1860 1418 253 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data cyl. Code Test Field Date Cure 074344 3/9/2007 074344 3/30/2007 074344 3/30/2007 074344 074344 074344 074344 074344 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 55481 4,410 2 SW N/A 28 4x8 12.56 0.0 79700 6,350 2 SS N/A 28 4x8 12.56 0.0 83389 6,640 2 SS N/A H 4x8 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3/612007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fonn 00701 pevlobn3 EOedre Dote 5112/Oa The bAo mlion pma den on the report i proCned brae eaduwe use of Oro dent The report may nut M reproduced h sry Tonne wttlnd Ont ren Cerrekebn of the dont and Krezan & Awe* tot ar.ait of P1a,V{.l0L1713, IIIV. IJY 1 - 14111 All CGS ruw Cline IUU, "ULM!f1, *4M 7OVUL, ticaNn tf.)t!•h UU Project No. 066-06316 cyl. Code 074345 Pour Date 3/2/2007 Report No. 30207-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy/Lt Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:30 98 118565 5" 54 42 Placement Area Location Pile caps B.2/7,B.2/8 piles caps and grade beams C17-9.8, 9/B-C.3,B19-C/8 grade beams L110-12, 11.1/L-M.3,12/L-M.3 M.5/10-11.1 Sampled 106 cyds out of 120 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR030207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. i 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1424 Water lbs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (02) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074345 3/9/2007 7 4x8 12.58 0.0 44249 3,520 3 SW NIA 074345 3/30/2007 28 4x8 12.56 0.0 67648 5,385 3 SS N/A 074345 3/30/2007 28 4x8 12.56 0.0 67743 5,390 3 SS N/A 074345 H 4x8 3 074345 074345 074345 074345 Remarks Results Reviewed By 0,47 Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 xrrbn 3 E1f.mw Ode 3/12104 Th. Herniation melded on Mk toped is prepared for the ewduehe uae el the dent This report may not be r.pioduced in any tumid without the HRH pwmksien of the cleat and Krezen & Atwell nrazan 04 Associates, Inc. tout - street NW butte 1Ub, Auburn, WA t bUUL, (Los) tkis-LDUu Project No. 066-06316 Cyl. Code 074342 Pour Date 3/5/2007 Report No. 26616 Weather Clear Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 1:30 135 181635 4-1/2" 54 57 Placement Area Location South end footings. West facing footing Remarks Re -steel checked and verified per plans and specifications Please refer to Field Report No.66455 & 65879 Inspector K. Cornett Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1516 Water lbs. 279 141 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074342 4x8 1 074342 4/2/2007 28 4x8 12.57 0.0 83295 6,630 1 SS N/A 074342 1 074342 1 074342 074342 074342 074342 Remarks Results Reviewed By ! 16 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) fon, 03101 Revision &.dh, Dere 8120. The rilearetion provided on the neat k prepared for the exclusive use d 0.. Thk resat may not be np.odu .d h wry tem* %Rhea the within permission riffle aped and Masan & AM.od+ •-. Y.m..• M•-••••4VV•MaVV, •U•V. 4VV 1 - .Van V4 CMS 1•11,11 10.1.1.11M IMU, r1444I u, 1,1•01 ,'4441 a.aa-cJVv ' Protect No. 066-06316 Cyl. Code 074364 Pour Date 3/6/2007 Report No. 30607 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. Site Mix - Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:15 74 118535 4-1/2" 66 68 Placement Area Location Pile caps C.3/10,D/7, Grade beams K/8.2 -10,6 -6.6/J -J.8, J/6- 7.7,5/G.8-H,6/G-H, H/5-7.7,G15-7.7,51G-F.3,71E-F.3,81E-F.3 E.5/7-9 Sampled 13 cyds out of 30 cyds placed. Remarks Placed by chute mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR030607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Reed. 3/7/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074364 3/13/2007 7 4x8 12.56 0.0 53095 4,230 1 MA N/A 074364 4/3(2007 28 4x8 12.56 0.0 78692 6,270 1 SS N/A 074364 4/3(2007 28 4x8 12.56 0.0 74514 5,930 1 SS N/A 074364 H 4x8 1 074364 074364 074364 074364 Remarks Results Reviewed Byf[(( Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fon, 03101 rt..wan ERedM Date 6/17/04 The N* miIon povNsd weds (port Is prepared kr the ecOWva use d 0n dart The Papal wry not b6 reproduced in soy locoed we,out 0. *o0tso prmMsen of Po dent and Krauss & Mooch nrazan og Associates, tnG. IDU'1 - loin btreet IVYY *me 1UD, Auburn, YYA lThuui, (LDW) ll.$I-LDUU Project No. 066-06316 Weather Cloudy Cyl. Code 074388 Pour Date 3/7/2007 Report No. 30707-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 12:10 410 775018 CYLINDER REPORT Plant No. 14 Mix Slump Temp. % Air (In.) (F) Flow 61 Site Mix Air Temp. (F) 51 Unit Wt. (Pet) Placement Area Location Piles 349, 403, 401, 397, 395, 392 Sampled 15 cyds. Remarks Placed by grout pump. Please refer to Field Report No.6316DFR030707 Inspector G. Neill Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. ibs.1 C. agg. tbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2308 Water lbs. 460 384 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 70 Actual Weights 10000 933 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 074388 3/14/2007 074388 4/4/2007 074388 4/4/2007 074388 074388 074388 074388 074388 Remarks Results Reviewed Byita Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 5,000 @ 28 days Dim. 2x4 2x4 2x4 2x4 Area 3.14 3.15 3.15 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 8271 26179 27084 Comp. Str. (psl) 2,630 8,310 8,600 Date Reviewed Date Specimens Recd. Tested Break Set# By Type 1 1 1 1 SW JS JS N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) F0111103104 Rwikn3 Moth* oats 511710' The Ydom,atlnn pre4dad on this report In prepared for the mambo use of ttm art This report may not he mp'odumd in soy found without 4r written pemission o!tlr awl bid Kaman d Assoc', nraian et associates, inc. 1DU7 - lain btreet NW suite lUb, AUDurn, WA 9UUU2, (253) U39-1DUU Project No. 066-06316 CyI. Code 074383 Pour Date 3/7/2007 Report No. 30707-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:30 86 181759 5-112" 60 51 Placement Area Location Grade beams 5/F.9 -G.8, E/8-9, 5/H-J,fi1H-J,J/5-6 Sampled 3 cyds out of 7 cyds placed Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR030707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 564 F. Ash lbs. - C. agg. lbs. 1 1860 1898 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1414 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074383 3/14/2007 7 4x8 12.60 0.0 50182 3,980 2 SW N/A 074383 4/4/2007 28 4x8 12.60 0.0 80695 6,400 2 BH N/A 074383 4/4/2007 28 4x8 12.60 0.0 77439 6,150 2 BH N/A 074383 H 4x8 2 074383 074383 074383 074383 Remarks Results Reviewed By f Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03.101 Peylakn a Effective find &trio The Nbmutfun paved on this sport is prepared br the exclusive use of the alert The report may not be repoduced In any Tomei w lhout the wrtlen permission of the siert and !Haien & Aa.n Krazan a, Associates, Inc. 15U1 -1 mn Street NW Suite WS, Auburn, WA 98882, (253) 939-25UU Project No. 066-06316 Cyt. Code 074392 Pour Date 3/8/2007 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 30807-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 8:15 404 775392 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 61 46 Unit Wt. (pcf) Placement Area Location Piles 380,417,456,484,391,398,400,404,408,350 Sampled 25 cyds out of 116 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR030807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2273 Water lbs. 460 389 Alr Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 40 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Date 074392 3/15/2007 074392 4/5/2007 074392 4/5/2007 074392 074392 074392 074392 074392 Remarks Results Reviewed By 06 Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Age Dim. Area C.F. 7 2x4 3.14 0.0 28 2x4 3.13 0.0 28 2x4 3.13 0.0 H 2x4 Max. Load 19208 26817 28380 Comp. Str. (psi) 6,100 8,570 9,070 Date Reviewed Date Specimens Rec'd. Tested Break Set By Type 1 BH NIA 1 JS N/A 1 JS N/A 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Farm 07101 Reardon 7 ElNdlw D. 511210d The Yionnatkn p^oekl.d en 0,1 report r prepared lac the enckWee iae d the &era. This report may not be reproduced in any banal cdlhwut the yeas, p+mieelon of Or dist and Kr.zan d Amore Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) nraxan ai Associates, Inc. inul - 7otn,tree[ NYV,ulte tub, Auburn, WAlittUU'L, ('L56) Vi -LSUU Project No. 066-06316 Cyl. Code 074390 Pour Date 3/8/2007 Report No. 30807-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:00 402 775569 Flow 60 52 Placement Area Location Piles 380,417,456,484,391,398,400,404,408,350 Sampled 63 cyds out of 116 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR030807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 944 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2269 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 70 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074390 3/15/2007 7 2x4 3.14 0.0 13466 4,290 2 BH NIA 074390 4/5/2007 28 2x4 3.13 0.0 20853 6,660 2 JS N/A 074390 4/5/2007 28 2x4 3.13 0.0 22253 7,100 2 JS N/A 074390 H 2x4 2 074390 074390 074390 074390 Remarks Results Reviewed By p Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Mom, 03101 R.vlbn 3 EHemlw Oab 0/12/04 Tha Homrdon provided an this nowt M muted for 0w anduaWu WOO of 0n o0.,t This npo 1 may not be rapmdund In my forma *thou, tho wit& prminfen of go and and Krezan i /keod ■ 1.. .aan Y. AOOVV.MWO, nI5.r. IVY e - sou• Va. 00a 1111U■ VUIW IUU, e'NAYNI el, 1111/ft OsP ..IVY Project No. 066-06316 Cyl. Code 074382 Pour Date 3/8/2007 Report No. 30707-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (in.) (F) (F) (pcf) 12:55 20 181814 4" 62 53 Placement Area Location Grade beams and piles caps 5/L -N.4 Sampled 6 cyds out of 40 cyds placed Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR030807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 243 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074382 3/15/2007 7 4x8 11.57 0.0 56530 4,490 3 KC N/A 074382 4/5/2007 28 4x8 12.59 0.0 77153 6,130 3 JS NIA 074382 4/5/2007 28 4x8 12.59 0.0 82814 6,580 3 JS NIA 074382 H 4x8 3 074382 074382 074382 074382 Remarks Results Reviewed By l'f."r Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form wtot fleolelon EltecOw Dae 5/12104 The LL... on deriold.d on Ode "port K prepared for the inductile use ante aur. !N report may not be reproduced In soy kraut *Moot the moan p.mYesiun of the amt .id Krzan & A.sod. lira an a► Associates, Inc. lout totn 5 reef ruvv *um iuo, Auourn, YYA viiuuz, (Los) usu.-AMU Project No. 066-06316 Weather Cloudy/Lt Rain Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 074389 Pour Date 3/8/2007 Report No. 30807-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Stoneway Plant No. 14 Site Mix Time Truck# Ticket # 14:15 433 775817 Slump % Air (in.) Flow Mix Temp. (F) 63 Air Temp. (F) 53 Unit Wt. (Ad) Placement Area Location Piles 380,417,456,484,391,398,400,404,408,350 Sampled 101 cyds out of 116 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR030807 Inspector G. Nails Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 Water lbs. 460 Air Ent. (oz) Other(oz) 37.6 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 948 2307 379 37.6 100 40 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 074389 3/15/2007 074389 4/5/2007 074389 4/5/2007 074389 074389 074389 074389 074389 Remarks Results Reviewed By 04. Field Cure Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 2x4 3.14 0.0 28 2x4 3.14 0.0 28 2x4 3.13 0.0 H 2x4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 16148 26365 27264 Date Specimens Rec'd. Comp. Tested Break Str. (psi) Set # By Type 5,140 4 BH N/A 8,400 4 JS N/A 8,710 4 JS N/A 4 Date Reviewed 3: Cone & Shear 4: Shear ram 03101 Revision 3 Elfe s Dad. 5112!01 Th. Yio,mrion provided on this report is pre far 5r exclusive u.e of ths clear Thea roped may net he reproduced In any Tina w0lw,a the written permission of the cleat end Kr.ran & Aseocii Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Kraxan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070107 Pour Date 3/20/2007 Report No. 32007-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (9 (F) (pcf) 8:45 416 780874 Flow 62 42 Placement Area Location Driven grout piles 434,409,448,452,413,462,420,422,446, 361,364,365,367,540A,541,507 Sampled 12 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 938 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other (oz) 100 100 Other(oz) 37.6 38.4 Other (oz) Other (oz) Water Added on Job (gals.) 40 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/21/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070107 3/27/2007 7 2x4 3.14 0.0 16287 5,190 1 BH N/A 070107 4/17/2007 28 2x4 1 070107 4/17/2007 28 2x4 1 070107 H 2x4 1 070107 070107 070107 070107 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Far, 03101 F4addon 3 EHadM Oslo 5/17/04 The Mnbnnatlon plovidgd an this /smith rowed kr the aadMaM as 01 ma dant. This report may not ba nproducad h Try format *!hoot pre wdI. i ponniaaion den dart red IOQan & Mood, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 070102 Pour Date 3/20/2007 Report No. 32007-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:10 135 182399 4-1/2" 62 54 Placement Area Location Grade beams 6/K -m, K/5 -6.6,L/5 -6,M/5 -7.6,M -N/7.6-7.7 8/M.11 Sampled 2 cyds out of 11.5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. lbs.1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/21/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070102 3/27/2007 7 4x8 12.57 0.0 56334 4,480 2 BH N/A 070102 4/17/2007 28 4x8 070102 4/17/2007 28 4x8 070102 H 4x8 070102 070102 070102 070102 Remarks Results Reviewed By (Ck Date Reviewed 2 2 2 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm OJ101 Revision 3 ertscw• ore enw. The tNnmumn Pe ed an Die report is pampered for the eadMive use of the siert This report may not be nproduad in my brine *ghoul the vvlttsn permission of the okra and Krazan a Mock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070104 Pour Date 3/20/2007 Report No. 32007-3 Weather Cloudy .jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Alr (in.) (F) (F) (pcf) 14:00 402 781172 Flow 62 56 Placement Area Location Driven grout piles 434,409,448,452,413,462,420,422,446, 361,364,365,367,540A,541,507 Sampled 65 cyds. Remarks Placed by grout pump. Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2265 Water lbs. 460 389 Air Ent. (oz) Other(oz) 37.6 38.2 Other (oz) 100 100 Other (oz) Other(oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/21/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 3/27/2007 7 2x4 3.15 0.0 15003 4,760 3 BH N/A 4/17/2007 28 2x4 3 4/17/2007 28 2x4 3 H 2x4 3 070104 070104 070104 070104 070104 070104 070104 070104 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Roldan Effete,* Ma &12. 4 Tho bomtilon melded on fhb sport 1 papered lot the wtlaYw ir. .1 t6. air. This wort w•9 not bo wpxod old In any lomat sewn 1, gotten Osmmhssbn of 13. dew end Kr zan & Amami Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070122 Pour Date 3/21/2007 Report No. 32107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 8:00 410 CYLINDER REPORT Ticket # 781447 Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Alr (In.) (F) (F) Flow 60 38 Unit Wt. (pcf) Placement Area Location Driven grout piles 540,542,537,538,539,543,389,390,427, 436,429 Sampled at 5 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR032107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 955 F. Ash lbs. C. agg. lbs. t C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 50 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Code Test Date 070122 3/28/2007 070122 4/18/2007 070122 4/18/2007 070122 070122 070122 070122 070122 Remarks Results Reviewed By r4,0 Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/23/2007 Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.15 0.0 19871 6,310 28 2x4 28 2x4 H 2x4 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Set # 1 1 1 1 Tested Break By Type SW N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fpm 03101 Rs,Ybn 3 Effective Oslo a•12,a The Inkemdlen provided on IMP report Y premed for be end<aNe IN dam alert The report may not W reproduced in .1f rpnul wilho1R the usable perillion or the dui mid Krum a Aeeoci Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070124 Pour Date 3/21/2007 Report No. 32107-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:05 69 182493 5 66 52 Placement Area Location Pile caps D/5, D/6, E/5 Sampled at 1.5 cyds out of 6.5 cyds placed. Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1876 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 243 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 28 days Date Specimens Rec'd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 57961 4,610 2 SW N/A 28 4x8 2 28 4x8 2 H 4x8 2 070124 3/28/2007 070124 4/18/2007 070124 4/18/2007 070124 070124 070124 070124 070124 Remarks Results Reviewed By r,64 Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 00,05 fWhimr 3 Mayo Drs 5/121Od The ironnadon prwd on this wort 1 Depend br the s, ci*W. us, d the dart. SWI meat may not be reproduced In any bared wthoul the written pmitebn of the dent ind Kneen & Amer. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070134 Pour Date 3/22/2007 Report No. 32207-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 8:16 410 782051 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 60 42 Unit Wt. (PO Placement Area Location Driven grout piles 433,444,435,445,410,450,412,453,363, 366,368,370,374,356 Sampled at 4 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032207 Inspector G. Naill Reported Batch Data Design Weights Mix No. 10000 Cam. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 Water lbs. 460 Air Ent. (oz) Other (oz) 37.6 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gals,) Actual Weights 10000 937 2316 388 38.2 100 70 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Test Code Date 070134 3/29/2007 070134 4/19/2007 070134 4/19/2007 070134 070134 070134 070134 070134 Remarks Results Reviewed By I Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/23/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.15 0.0 17966 5,700 1 SW N/A 28 2x4 1 28 2x4 1 H 2x4 1 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Poen That Reviebn 3 Effective D. E/12/w The informed= prwldd on thte neat k pe.p..d tort the s,du,he ere of the dre The report may not a reproduced to any kernel Wtheut the region pernieden of he deer and Kreger. & Aseocb Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070136 Pour Date 3/22/2007 Report No. 32207-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:14 132 182557 4-1/2" 65 47 Placement Area Location Pile caps B.315-6, 6/B.3 -C.3, 6/D.4 -E.5 Sampled at 15 cyds of 82 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 06100 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 253 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 3/23/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070136 3129/2007 7 4x8 12.59 0.0 59891 4,760 2 SW N/A 070136 4/19/2007 28 4x8 2 070136 4/19/2007 28 4x8 2 070136 H 4x8 2 070136 070136 070136 070136 Remarks Results Reviewed By Kg, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 00101 Plenislon3 EIhdM D .5l12/61 1 h.ldonnMfon pr d on Ns mpo't k pntpr.d 1m the suis*. ma of the dart 71d• mixt may not is ngoduad in any ramal wBwd tie wutt.n pwmkNed data clank and Nmzen 8 Assad: Test Results Conforming Non -Conforming, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070133 Pour Date 3/22/2007 Report No. 32207-3 Weather Partly Cloudy Project Westfieid Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:40 78 182565 5" 65 47 Placement Area Location Pile caps B.315-6, 6/B.3 -C.3, 61D.4 -E.5 Sampled at 55 cyds of 82 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032207 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 06100 01600 Cern. Ibs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 3/23/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Lead Str. (psi) Set # By Type 070133 3/29/2007 7 4x8 12.59 0.0 54827 4,350 3 SW N/A 070133 4/19/2007 28 4x8 3 070133 4/19/2007 28 4x8 3 070133 H 4x8 3 070133 070133 070133 070133 Remarks Results Reviewed By Gtr" Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 3: Cone & Shear 4: Shear 5: Columnar (Split) Fam 03101 R44n7 Ef .dlw Pals 5/12!04 Thr irtormalion provided on Ns tipat 15 13/004401 for V. swclwwe we of the diem. Thi" on may not be rspueducsd N any 100001 w thou) the vsNlen pwn 1ssion of 5r dont and KrQan & /smock llrazan e<Associates, Inc. 90ui -'Ibtn btreet NW butte lUb, Auburn, WA ytfUUZ, (2b3) S4 -"LbtPU Project No. 066-06316 weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070135 Pour Date 3/22/2007 Report No. 32207-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Time Truck# Ticket # 14:20 409 782392 Plant No. 14 Site Mix Mix Slump Temp. % Air (in.) (F) Flow 62 Air Temp. (F) 47 Unit Wt. (A) Placement Area Location Driven grout piles 433,444,435,445,410,450,412,453,363, 366,368,370,374,356 Sampled at 53 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032207 Inspector G. Nail! Reported Batch Data Design Weights Actual Weights Mix No. 10000 10000 Cern. lbs. 940 953 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2312 Water lbs. 460 388 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 80 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 070135 3/29/2007 070135 4/19/2007 070135 4/19/2007 070135 070135 070135 070135 070135 Remarks Results Reviewed By 1 Age 7 28 28 H Design Strength 5,000 @ 28 days Max. Comp. Dim. Area C.F. Load Str. (psi) 2x4 3.15 0.0 17472 5,550 2x4 2x4 2x4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Rec'd. 3/23/2007 Set # 4 4 4 4 Tested By SW 3: Cone & Shear 4: Shear Fern 03101 i1.rNPon 3 etre OdeVIaw The tntern.tf.n provIded on this report k prepared ler the detlerhro use of the a■l rn revert may not b. onevdteted to any format Waled Ow elle, wrrnnenn del* stent end Krum & Asseell Break Type N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan tSl Associates, inc. 1 SU'l -'loin Street NW Suite 1U6, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070153 Pour Date 3/23/2007 Report No. 32307-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 464 782735 Flow 60 50 Placement Area Location Driven grout piles 358,414,372,411,371,369,451,449 ,447, 479. Auger cast piles 457A, 418A Sampled at 13 cyds. Remarks Placed by grout pump. Please refer to Field Report No.6316DFR032307 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 940 F. Ash Ibs. C. agg. lbs. 'I C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2315 Water Ibs. 460 390 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 82 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/27/2007 Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070153 3/30/2007 7 2x4 3.14 0.0 15012 4,780 1 BH N/A 070153 4/20/2007 28 2x4 1 070153 4/20/2007 28 2x4 1 070153 H 2x4 1 070153 070153 070153 070153 Remarks Results Reviewed By 14,C, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03401 Revision 3 EIS Dere 6/W04 Tlla ihWmerbn prodded art aro report k prepared kr time caduelrn use of Me amt. Tire report may not to reproduced In any former parlour Ou wnlbn pammnirabrr al he alert and Worm d *scoot Project No. 066-06316 Cyl. Code 070149 Pour Date 3/23/2007 Report No. 32307-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 75 118697 5" 64 48 Placement Area Location Pile caps, grade beams 6/M -N.2, N/6.8-7.7 Sampled 1.5 cyds out of 7 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032307 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1424 Water lbs. 279 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/27/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070149 3130(2007 7 4x8 12.56 0.0 50605 4,030 2 BH N/A 070149 4/20/2007 28 4x8 2 070149 4/20/2007 28 4x8 2 070149 H 4x8 2 070149 070149 070149 070149 Remarks Results Reviewed By k-iP Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% FMB 0330f Revision llf dtreDbr11?Ip Tar I for cotton smoked an Ns newt I. powered forth. oddest** um albs dent. Thiss report rimy not b. reproduced In .n lomat About She rnit.n permission of the client and Krum & A.sos& r razan et Associates, inc. foul - .otreet Nes ,cite 1Ub, Auourn, VVA StSUUY, (1D) asa-LOUD Project No. 066-06316 Cyl. Code 070152 Pour Date Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 3/23/2007 Report No. 32307-3 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 14:45 436 783411 CYLINDER REPORT Plant No. 14 Site Mix Mix Slump Temp. % Air (in.) (F) Flow 63 Air Temp. (F) 53 Unit Wt. (pcf) Placement Area Location Driven grout piles 358,414,372,411,371,369,451,449,447, 479. Auger cast piles 457A, 418A Sampled at 58 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032307 Inspector G. Naill Reported Batch Data Design Weights 10000 Actual Weights Mix No. 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2319 Water lbs. 460 375 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 85 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cy'. Code Test Date 070152 3/30/2007 070152 4/20/2007 070152 4/20/2007 070152 070152 070152 070152 070152 Remarks Results Reviewed By I Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Max. Comp. Area C.F. Load Str. (psi) 3.14 0.0 15354 4,890 Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Date Reviewed Date Specimens Rec'd. 3/27/2007 Set # 3 3 3 3 Tested By BH 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 r.don3 Effective pea 5!1VO4 The rfannrlen provided on We report Is w.m.d forth. 1111.0iuW. use of U. client This report my not b. reproduced In any forme vieout Cr *viten pemiission of ttr dent and waren & Assort Break Type N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) eLel1. IA /1b0UV1aICa, 11 R.. 1:11.11 - 1iA11 01.1 1,1:11. I11W11 01.111111 11/U, 1.11.111.11.1111, 117!1 t7ODUL, (L'JJJ ?7JtYLJUU Project No. 066-06316 Cyl. Code 070151 Pour Date Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 3/26/2007 Report No. 32607-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Time Truck# Ticket # 8:22 448 783440 Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 60 42 Unit wL (Pcf) Placement Area Location Driven grout piles 504,466,505,468,438A,471,469,473,510, 475,480,511 Sampled at 5 cyds. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032607 Inspector G. Naill Reported Batch Data Design Weights Actual Weights Mix No. 10000 10000 Cern. lbs. 940 938 F. Ash lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 390 Air Ent. (oz) Other {oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 65 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Data 070151 4/2/2007 070151 4/23/2007 070151 4/23/2007 070151 070151 070151 070151 070151 Remarks Results Reviewed By W.Q Field Cure Design Strength 5,000 @ 28 days Max. Comp. Area C.F. Load Str. (psi) 3.15 0.0 15177 4,820 Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Rec'd. 3/27/2007 Set # 1 1 1 1 Tested By BH 3: Cone & Shear 4: Shear Fain WtOt Revision a Oman Osto SAM 711. Idom.lt.n provided entitle report Y moored far to 'admire uso of the dent t. 7Wa mod may not be npoduwd 1. airy 10nn*t without the written pwrtl..Ln of M• dont and *non a Mooch Break Type N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) •►•►r►.►.•• M e-t____•_.vv, •• •••• •vv • •vu• ...ea vv► •... V w•oV •vv, rt►•v►•r••, 11./1 vv.•-w.VVV Project No. 066-06316 CyI. Code 070150 Pour Date 3/26/2007 Report No. 32607-2 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contactor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 75 182725 4-1/2" 63 58 Placement Area Location Grade beams N.2/5-7, M.3/12-12.8, 13/K -L.3 Sampled 1 cyd out of 5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032307 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. Ibs.1 1860 1864 C. agg. tbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (cels.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/27/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070150 4/2/2007 7 4x8 12.57 0.0 56064 4,460 2 BH NIA 070150 4/23/2007 28 4x8 2 070150 4/23/2007 28 4x8 2 070150 H 4x8 2 070150 070150 070150 070150 Remarks Results Reviewed By (Ye Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 R.ehbn 7 Effective 04e W1210r The inkornotion ptoolded on this report Is pr.pned for 9re exclusive nse of the lent. Thr roped soy nut be repoduoed n my tomer without the w.rnan p.mwebn dn,e client find Kraus & Attach I VI ieLG1. w /1OOV41PL.ia, 1114. 1.01.1 1 — 1.0111 VLICOI 11*1 VUILa I VV, AIJLJUI II, TVA aUVVL, `LJJ) O.a-L.JVY Project No. 066-06316 Cyl. Code 070166 Pour Date 3/27/2007 Report No. 32707-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:30 449 784044 Flow 61 49 Placement Area Location Driven grout piles 467,438B,506,470,472,5081478,476,509, 474,423,419,373 Sampled 8 cyds out of 48 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR032707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.Ibs. 940 953 F. Ash tbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2320 Water lbs. 460 376 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 75 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/28/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070166 4/3/2007 7 2x4 3.14 0.0 14486 4,610 1 JS N/A 070166 4/24/2007 28 2x4 1 070166 4/24/2007 28 2x4 1 070166 H 2x4 1 070166 070166 070166 070166 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM 039 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 Podeion EOstihrs Dots 15142Nd The Mrfonrutlorr provldd an Ns wort is prepared for the /Muck* Lew of the alma. This report may of ds reproduced In any *met without the wain p.,nYmion of ass clot aid Krum 8 Assad nl mall 11004 .1CILtlb, 1114. IJV 1 - 14L11 a1.11:1111. /'ITV .USCG IVV, ptUNYl11, VIM aUVVL, LJJJ .7J.7-LJVLI Project No. 066-06316 Cyl. Code 070165 Pour Date 3/27/2007 Report No. 32707-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:10 134 182800 5" 63 54 Placement Area Location Grade beams L/12-13, 13/J -J.8. Pile caps K.3/3, L.1/3, L9/3, M.11/3 Sampled 1.5 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR032707 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem. tbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. 3/28/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070165 4/3/2007 7 4x8 12.56 0.0 56133 4,470 2 SS NIA 070165 4/24/2007 28 4x8 2 070165 4/24/2007 28 4x8 2 070165 H 4x8 2 070165 070165 070165 070165 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Porn 03101 wYinion EII.dM 0 4 5117/04 The inkmtilnn piovtlW an OMs wort in prepared fir 1M..du.iw use at the dent Thin t.pal may not b. reproduced 1 any faunal without the ttsNinn p.mMnion M the dont end Munn & Amick S SA -• .ell _- P900VVuM4Vd, 1.11V• VV ■ - r.I\I. MW YOe .M, VYI.V .VV, /lYV.JI I., VW/.11 , tLJh OJOJVV • Project No. 066-06316 Cyl. Code 070172 Pour Date 3/28/2007 Report No. 32807-1 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 10:00 410 784839 Flow 62 49 Placement Area Location Driven grout piles north pedestrian bridge piles NW piles, NE pile Sampled 2 cyds out of 5 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR032807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 950 F. Ash lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2287 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 65 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/29/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070172 4/4/2007 7 2x4 3.16 0.0 12477 3,950 1 BH N/A 070172 4/25/2007 28 2x4 1 070172 4/25/2007 28 2x4 1 070172 H 2x4 1 070172 070172 070172 070172 Remarks Results Reviewed By 0 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 rrwrIDaa O wen die 51120 The rdonnkton Freckled an thie neat Is prepared For he exclusive u.. of 5n dent. This report my not be reproduced In any form! %t horn he cotton permission of the dent .red Kaman & Awed ✓ efdtd11 of MbbVt Idttlb, MU. f. -1V L - win autltn. new aulu3 IUD, PSSJu111, 1111M S7J7-c000 Project No. 066-06316 CyI. Code 070173 Pour Date 3/28/2007 Report No. 32807-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:40 135 118759 4" 63 57 Placement Area Location Grade beams 6/D.4 -C.3, 71D-E,D16-7,E/6-7,E.516-7. Walls planter box grid D.3 -E/7-7.75, Pile caps K.3/2.5, L.1/2.5, L.9/2.5, M11/2.5, 3/J.12 Sampled at 1.5 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR032807 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 570 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data CyI. Code 070173 070173 070173 070173 070173 070173 070173 070173 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3/29/2007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 4/4/2007 7 4x8 12.60 0.0 62473 4,960 2 BH N/A 4/25/2007 28 4x8 2 4/25/2007 28 4x8 2 H 4x8 2 K IP Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 E ffective Odle 5/1210e The iedormetbs prodded an this report Y prepared for do =duly* . use of the dent. Ti report now not be reproduced in sly format wfhoin the written pemwelon of dwelled end Knuan & Aeaori r\l as.as1 tI 01001.0410141.L01, II14. 11•111 1 - 1.01I I gill COL Irrr uulta /UV, PtUIJL111, •tM , tLJJ) iiJ.TLJV V Project No. 066-06316 Cyl. Code 070195 Pour Date 3/29/2007 Report No. 32907-1 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (€n.) (F) (F) (pcf) 8:18 406 785363 Flow 62 49 Placement Area Location Driven grout pile # 71 Sampled at 1 cyd out of 2.1 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.6316DFR032907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 948 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2312 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 20 Field Test Methods x ASTM 0143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/30/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070195 4/5/2007 7 2x4 3.14 0.0 12934 4,132 1 JS N/A 070195 4/26/2007 28 2x4 1 070195 4126/2007 28 2x4 1 070195 H 2x4 1 070195 070195 070195 070195 Remarks Results Reviewed By a‘f Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- B% Fenn 03101 Revision 3 EIM1dM We 6117Ar2 The porldd on t i ru ,1 k Yr.Pssed for th. eereciree L+. otitis c e 71Ya report may not be reproduced in my kennel without the waren pen ies'vn of the dlwt and Kremlin a Aseoch I(razan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 13, 2007 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, RECEIVED /APR 2 a Zoon COPAMUNITY KA No. 066-0630/F.LOPME.NT Permit No. D6-425 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office: Respectfully submitted, KRAZAN & ASSOCIATES, INC. "ra;teet-t-in--6.6)76oc77._ Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break .Project No. 066-06316 Cyl. Code 074385 Pour Date 3/9/2007 Report No. 30907-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Tamp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:25 422 776201 Flow 63 52 Placement Area Location Pile # 393,396,405,68,70 Sampled 33 cyds out of 60 cyds placed Remarks Placed by grout pump Please refer to Field Report No.6316DFR030907 Inspector G. Nail' Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2285 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gats.) 65 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074385 3/16/2007 7 2x4 0.0 15962 5,080 1 KC N/A 074385 4/6/2007 28 2x4 3.13 0.0 24227 7,740 1 JS N/A 074385 4/6/2007 28 2x4 3.13 0.0 22732 7,260 1 JS N/A 074385 H 2x4 1 074385 074385 074385 074385 Remarks Results Reviewed By ,' Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 63591 ft.•Wen 9 En.dt . Oslo Shiro, no i.NmWhn Pt vdid en nee neon s pr.p.fed for 1M Omit! v. uta gibs akin Thin Wort may not br e.poduwd in any tomtit *hal th. mater permission of iho ell.ra and KraZan S Asaoci: Project No. 066-06316 Cyl. Code 074406 Pour Date 3/9/2007 Report No. 30907-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:55 76 181905 4-1/2" 64 54 Placement Area Location Grade beam 11/C.3 -D, Pile caps D19,D110,D/11,D/12 Sampled 12.5 cyds out of 20 cyds placed Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR030907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 588 F. Ash lbs. C. agg. Ibs. 1 1860 1903 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 243 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 074406 3/16/2007 7 4x8 12.57 0.0 53178 4.230 2 KC N/A 074406 4/6/2007 28 4x8 12.56 0.0 78953 6,290 2 JS N/A 074406 4/6/2007 28 4x8 23.56 0.0 73275 5,830 2 JS NIA 074406 H 4x8 2 074406 074406 074406 074406 Remarks Results Reviewed By off; Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Ferre 03101 Revision 3 Menet late 0112!0' T s ildormetbn provided on lim .Port is prepared for the eatluwe nes of Ina ask. This .Port may not be reproduced in any format Mthuut the enter, permission of the sherd and Krazan d Associ. -Project No. 066-06316 Cyl. Code 074391 Pour Date 3/9/2007 Report No. 30907-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:10 422 776396 Flow 62 54 Placement Area Location Piles 393,396,405,68,700 Sampled 53 cyds out of 60 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.6316DFR030907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 935 F. Ash Ibs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2308 Water lbs. 460 383 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 60 Field Test Methods x ASTM C143 ASTM 0138 x ASTM 01064 ASTM C1T3 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074391 3/1612007 7 2x4 3.14 0.0 14435 4,600 3 KC NIA 074391 4/6/2007 28 2x4 3.14 0.0 23267 7,400 3 JS NIA 074391 4/6/2007 28 2x4 3.14 0.0 22446 7,171 3 JS N/A 074391 H 2x4 3 074391 074391 074391 074391 Remarks Results Reviewed By _ Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Forret 03101 Revision 3 Meth* OM. Sf12/OW The YframNlon provided on dee raped is prepared for the exclusive use of the client This report may not W reproduced n any format without the mitten permission of the client and I(razan S Assoc: .-Project No. 066-06316 Weather Mostly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyt. Code 070004 Pour Date 3/12/2007 Report No. 31207-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 9:30 450 776710 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. % Air (in.) (F) Flow 63 Temp. (F) 51 Unit Wt. (pcf) Placement Area Location Piles 69,71,378,416,455,339,344,404 Sampled 15 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031207 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 391 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gats.) 60 Actual Weights 10000 945 100 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070004 3/19/2007 070004 4/9/2007 070004 4/9/2007 070004 070004 070004 070004 070004 Remarks Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 5,000 @ 28 days Date Specimens Recd. 3/14/2007 Dim. 2x4 2x4 2x4 2x4 Max. Comp. Tested Area C.F. Load Str. (psi) Set # By 3.14 0.0 15897 5,060 1 BH 3.14 0.0 2344 7,460 1 JS 3.14 0.0 22104 7,040 1 JS 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Date Reviewed Break Type NIA N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 8 Effeodw Date 5112/01 Tho idommssWn provided on the report r prepared for the esclusrve use of Me Meat This report may not b• reproduced in any formal without the written permission of Me client and Krazan 8 Amor 'Project No. 066-06316 Cyl. Code 070002 Pour Date 3/12/2007 Report No. 31207-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 21:30 450 777036 Flow 62 60 Placement Area Location Piles 69,71,378,416,455,339,344,404 Sampled 85 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 943 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2277 Water lbs. 460 390 Air Ent. (oz) Other(oz) 37.6 37.6 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 55 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/14/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070002 3/19/2007 7 2x4 3.14 0.0 14733 4,690 2 BH N/A 070002 4/9/2007 28 2x4 3.14 0.0 21736 10,900 2 JS NIA 070002 4/9/2007 28 2x4 3.14 0.0 22578 7,190 2 JS N/A 070002 H 2x4 2 070002 070002 070002 070002 Remarks Results Reviewed By �� Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4. Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fwm cola/ ReVilion 3 Effective pile 5117/0' The hkeleetion Poked dre We Wort it prepared for the exclusive use of the d ieY. The report may not It reproduced ,, wry tormet ,NMeaut IM .Mltert perneiswn off, • dent end Kraran a Aamct Project No. 066-06316 Cyl. Code 070044 Pour Date 3/13/2007 Report No. 31307-1 Weather Partly Sunny Jurisdiction City of Tukwila Project Westfield Ma!! Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# 8:05 400 CYLINDER REPORT Ticket # 777327 Plant No. 14 Slump % Air (in.) Flow Mix Temp. (F) 61 Site Mix Air Temp. (F) 41 U nit Wt. (pcf) Placement Area Location Piles 340,345,394,399,402,407,457,418,342 Sampled 14 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031307 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other{oz) 37,6 Other (az) 100 Other (ox) Other (oz) Water Added on Job (gals.) Actual Weights 10000 943 2309 2281 460 390 37.8 100 40 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date Field Cure 070044 3/20/2007 070044 4/10/2007 070044 411012007 070044 070044 070044 070044 070044 Remarks Results Reviewed By /1-4.; Age 7 28 28 H Codes for Break Types: 1: Design Strength 5,000 @ 28 days Dim. 2x4 2x4 2x4 2x4 Area 3.14 3.14 3.14 Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 19204 27374 26387 Date Specimens Recd. 3/15/2007 Comp. Tested Break Str. (psi) Set # By Type 6,120 1 BH N/A 8,720 1 JS N/A 8,400 1 JS NIA 1 Date Reviewed 3: Cone & Shear 4: Shear Form 03101 Revision 3 Effective Nee Staitir Thr inforrnaGon provided ori this report r, prepared tot theeicIt v, Jae of die , Tha report may rot 4 reproduced Mr arty format without Me mitten prmsaion of the deft and Kazan S Amoco Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CO. Code 070036 Pour Date 3/13/2007 Report No. 31307-2 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 12:55 400 CYLINDER REPORT Ticket* 777669 Plant No. 14 Slump % Air (in.) Flow Mix Temp. (F) 62 Site Mix Air Temp. (F) 50 Unit Wt. (pcf) Placement Area Location Piles 340,345,394,399,402,407,457,418,342 Sampled 66 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. Ibs. 940 947 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2313 Water tbs. 460 369 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on .fob (gals.) 70 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. Area C.F. 070036 3/20/2007 7 2x4 3.14 0.0 070036 4/10/2007 28 2x4 3.13 0 0 26854 070036 4/10/2007 28 2x4 3.14 0,0 26246 070036 H 2x4 070036 070036 070036 070036 Remarks Results Reviewed By .� Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Design Strength 5,000 @ 28 days Max. Load Date Specimens Recd. Tested Break By Type BH N/A JS N/A JS N/A Comp. Str. (psi) Set # 18184 5,790 2 8,580 2 8.360 2 2 Date Reviewed 3: Cone & Shear 4: Shear FFanr, 031,31 Rswyn 3 ENsev.e Rau SnVrad T. n(um,amn pod an phi recon f areosrad or e» excluams J.. TW. =Val. fl,s report may nal be repredrrcld n any rarmat Mlhaut ire anon aernmacn A.he :dart ora d'razan d Aasocmres 3/15/2007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) - Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070053 Pour Date 3/1412007 Weather Partly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Report No. 31407-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Feld Data Concrete X Supplier Stoneway Other Time Truck# 9:20 409 CYLINDER REPORT Ticket # 777978 Plant No. 14 Site Mix Mix Air Slump Temp, Temp, % Air (in.) (F) (F) Flow 59 42 Unit WL (pcf) Placement Area Location Piles 535,556,559,454,415 Sampled 16 cyds Remarks Placed by grout pump Please refer to Field Report Na.6316DFR031407 Inspector G. Naill Reported Batch Data Design Weights Mix No. 10000 Cern. Ibs. 940 F. Ash Ibs. C. agg. lbs. 1 C. agg. lbs. 2 c. agg. lbs. 3 Sand lbs. 2309 2312 Water Ibs. 460 370 Air Ent. (oz) Other (oz} 37.6 38 Other (oz) 100 100 Other (oz) Other(oz) Water Added on Job (gals.) 70 Actual Weights 10000 938 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 070053 3/21/2007 070053 4/11/2007 070053 4/11/2007 070053 070053 070053 070053 070053 Remarks Results Reviewed By ,'C Codes for Break Types: Design Strength 5,000 @ 2S days Date Specimens Rec'd. 3116(2007 Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.14 0.0 17576 5,600 1 28 2x4 3.14 0.0 24575 7,830 1 28 2x4 3.14 0.0 24391 7,780 1 2x4 1 Tested Break Set # By Type SW N/A JS N/A JS NIA Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4. Shear Measurement Uncertainties: ASTM C-39 ft- 8% Porn, o„o, Roman 1 Eflearn 111%11121a+ TT,s wlpmueion .ao+deri •s, .sport s peel:wed -Or ma e%clusi.e ue if Rte _liem. 11-11 'sport may "Al he eprotl,.ced n any'o,nsal r t our Ile roam, pem,rson .A• :,loot snq :duan S assocuaes Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other • Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070052 Pour Date 3/14/2007 Report No. 31407-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 14:05 76 CYLINDER REPORT Other Ticket # 118653 Plant No. 203 % Air Slump (in.) 511 Mix Temp. (P) 58 Site Mix Jr Temp. (F) 57 Unit Wt. (pcf) Placement Area Location Grade beams E/8-13, Df7-12,C.3/7-11,8,9,10,C.3-E,7/C.3-D 11/E-E.6,J.8/12-13, slab on grade planter @ E/7-7.5 Sampled 13 cyds out of 45 cyds placed Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR031407 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. Ibs. 564 F. Ash Ibs. C. agg. Ibs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 1420 1416 Water lbs. 279 271 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070052 3/21/2007 070052 4/11/2007 070052 4/11/2007 070052 070052 070052 070052 070052 Remarks Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 5,000 Dim. 4x8 4x8 4 x8 4x8 Area 12.56 12.58 12 58 28 days Date Specimens Rec'd. 3/16/2007 Max. Comp. Tested Break C.F. Load Str. (psi) Set # By Type 0.0 51664 4,100 2 SW N/A 0.0 80097 6,370 2 JS N/A 0 0 73976 5,880 2 JS N/A 2 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% inn,, 33101 Re•4en ENecti.+Oale 5!12,04 TM'Mem184w pnlvded ,sport 4 prelwred FOr 1he eachrpve nee 5.1. :Owl I.hi pond , [b, ,4•41,..11.4.11 n any formal wshou .he wrsttn oerrseon .3I 1,4:14n4 and <razan I .tseoueles Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 weather Partly Sunny Cyl. Code 070054 Pour Date 3/14/2007 Report No. 31407-3 Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA cilent Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other CYLINDER REPORT Time Truck# Ticket # 9:20 409 777978 Plant No. 14 Slump % Air (in.) Flow Mix Temp. (F) 59 Site Mix Air Temp. (F) 42 Unit wt. (pcf) Placement Area Location Piles 535,556,559,454,415 Sampled 16 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031407 Inspector G. Neill Reported Batch Data Design Weights Mix No. 10000 Actual Weights 10000 Cem.lbs. 940 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2275 Water lbs. 460 389 Air Ent. (oz) Other (oz) 100 100 Other (oz) 37.6 38.6 Other (oz) Other(oz) Water Added on Job (gals.) 50 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 070054 3/21/2007 070054 4/1112007 070054 411112007 070054 070054 070054 070054 070054 Remarks Results Reviewed By ac Design Strength 5,000 c 28 days Date Specimens Rec'd. 3/16/2007 Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 0.0 17966 5.720 3 SW N/A 28 2x4 3.13 0.0 27583 8.810 3 JS NIA 28 2x4 3.14 0 0 26678 8,490 3 JS N/A H 2x4 3 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Fa.m 33101 R..Ycn 3 Effaces* O•4. 3It7.0. fha nbrmarion ole.4s1 on hd report • a.s0ara4 for the eeivan..ne ,f ire dere fhr report may ^c, ea -.produced n any Tamer adhaut ale .erne . reeniuman o. Te _aerr arm (faxen 1 laaocales Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C7B0 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) .Project No. 066-06316 Weather Partly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 070071 Pour Date 3/15/2007 Report No. 31507-1 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:45 449 779015 Flow 60 42 Placement Area Location Piles 379,341,534,555,560 Sampled 31 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFR031507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 935 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2317 Water lbs. 460 388 Air Ent. (oz) Other (oz) 100 100 Other (oz) 37.6 38.6 Other (oz) Other (oz) Water Added on Job (gals.) 70 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. 3/19/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070071 3/22/2007 7 2x4 3.15 0.0 16373 5,200 1 BH N/A 070071 4/12/2007 28 2x4 3.13 0.0 24950 7,976 1 JS N/A 070071 4/12/2007 28 2x4 3.13 0.0 25118 8,020 1 JS NIA 070071 H 2x4 1 070071 070071 070071 070071 Remarks Results Reviewed By i Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 0}101 Revision 1 Males Date 5111/Or The i,(onnaden pnynied on this neon Is prepared for the exclusive use el arse deed. This report may nal be rep sluoad n any formal without the within parmas.on OM, client and Krazan & Assad Project No. 066.06316 CyI. Code 070069 Pour Date 3/15/2007 Report No. 31507-2 Weather Partly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Engineer ANF & Assoc. Permit No. D06-245 Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30 425 779192 Flow 61 45 Placement Area Location Piles 379,341,534,555,560 Sampled 55 cyds Remarks Placed by grout pump Please refer to Field Report No.6316DFRO31507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 935 F. Ash lbs. C. agg. 1bs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2317 Water lbs. 460 379 Air Ent. (oz) Other (oz) 100 100 Other (oz) 37.6 38 Other(oz) Other(oz) Water Added on Job (gals.) 50 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 3/19/2007 CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070069 3/2212007 7 2x4 3.15 0.0 14837 4,710 2 BH NIA 070069 4/12/2007 28 2x4 3.13 0.0 22737 7,260 2 JS N/A 070069 4/12/2007 28 2x4 3.13 0.0 23057 7,370 2 JS N/A 070069 H 2x4 2 070069 070069 070069 070069 Remarks Results Reviewed By , Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fawn03101 a..iion I Electra* Dull G112/0. The Irdoerrflon prodded on this report is prepared for the &Idusiva .w of dr. Proof, This .a0ort may not be reproduced in any format without the written demeanor. of Her dient and Krazan & Aseock • Project No. 066-06316 Weather Partly Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070066 Pour Date 3/15/2007 Report No. 31507-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:55 135 182206 5" 59 45 Placement Area Location Grade Beams 121C -E, 11/D -E, C.3/11-12 Sampled 1.5 cyds out of 6.5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR031507 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 566 F. Ash lbs. C. agg. lbs. 1 1860 1870 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1406 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other(az) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recrd. 3/19/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070066 3/22/2007 7 4x8 12.55 0.0 48632 3,880 3 BH N/A 070066 4/12/2007 28 4x8 12.57 0.0 77121 6,140 3 JS N/A 070066 4/12/2007 28 4x8 12.57 0.0 80655 6,420 3 JS N/A 070066 H 4x8 3 070066 070066 070066 070066 Remarks Results Reviewed By ileo Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0.1161 Renaron Z Effective paw 5111/6r The nfpmUllon provided on the report s prepared for ms espwdve use al The client The neon may not be reproduced 'n any formai without IM written pamvcsnn of the dent and Kaden & Alsace Project No. 066-06316 Cyl. Code 070102 Pour Date 3/20/2007 Report No. 32007-2 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:10 135 Ticket # 182399 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 4-1/2" 62 Site Mix Air Temp. (F) 54 Unit Wt. (pcf) Placement Area Location Grade beams 6/K -m, K/5 -6.6,L/5 -6,M/5 -7.6,M -N/7.6-7.7 8/M.11 Sampled 2 cyds out of 11.5 cyds placed. Remarks Placed by chute, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR032007 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other(az) Other(oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Test Code Date 070102 3/27/2007 070102 4/17/2007 070102 4/17/2007 070102 070102 070102 070102 070102 Remarks Results Reviewed By Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.57 12.57 12.57 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 56334 72505 80432 Date Specimens Recd. 3/21/2007 Comp. Tested Break Str. (psi) 4,480 5,770 6,400 Date Reviewed Set # 2 2 2 2 By BH Js JS Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fprn 03101 Revlaion 3 Effective Dat. 5/12/0a The i fomraiWn plVvded on thee =sport a prepared for the eYWenre use ofTia ,1ieee. This legion may not he rectioductid ;n any formal without the vellten permKsion of the client and Krazan d Aswan - Project No. 066-06316 Cyl. Code 070213 Pour Date 3/30/2007 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 33007-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:10 16 Ticket # 182968 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 4" 66 57 Placement Area Location Grade beams 2.6/J.5-J.12,C.3/5-6,D/5-6, E/5-6,5/D-E,6/E.5- G. Pile caps 2.6/J.5,2.5/J.12,J.513,L.1/3,L.9/3,M.11/3 Escalator pit walls B.7/6.3 Sampled at 5 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR033007 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs.1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 253 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 560 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 070213 4/6/2007 070213 4/2712007 070213 4/27/2007 070213 070213 070213 070213 070213 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Area C.F. 12.55 0.0 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Specimens Reed. Max. Comp. Tested Break Load Str. (psi) Set # By Type 52180 4,160 1 JS N/A 1 1 1 Date Reviewed 3: Cone & Shear 4: Shear Fenn 33161 Rewbn Effective Deo SI121M TT. rferrnatlon proobed on this report is prepared for the saclusna .aa of the dfenl. The report may not be reproduced m any format wdhout rhe wtillan permnsion of the dart and Krazan & Assoc Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) -Project No. 066-06316 Cyl. Code 070214 Pour Date 3/30/2007 Report No. 33007-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 74 182974 511 65 55 Placement Area Location Grade beams 2.6/J.5-J.12,C.315-6,D/5-61E/5-6,5/D-E,6/E.5- G. Pile caps 2.6/J.5,2.5/J.12,J.5/3,L.1/3,L.9/3,M.11/3 Escalator pit walls 8.716.3 Sampled at 51 cyds. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.6316DFR033007 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 610 F. Ash Ibs. C. agg. Ibs. 1 1860 1876 C. agg. Ibs. 2 C. agg, tbs. 3 Sand lbs. 1420 1415 Water tbs. 279 263 Air Ent. (oz) Other(oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd, Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070214 4/6/2007 7 4x8 12.56 0.0 46838 3,730 2 JS N/A 070214 4/27/2007 28 4x8 2 070214 4/27/2007 28 4x8 2 070214 H 4x8 2 070214 070214 070214 070214 Remarks Results Reviewed ByC Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03 tO1 Revision 3 8M«awe Digs 5i1 VO The ,r+lormarbn p,unded on this reports prepared far rha eacEwns use of the dent This report ney not be reproduced m any format withoul the ...often permission of the client and Rrazan 4 Assoc, Krazan 8, Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Sunny Cyl. Code 070238 Pour Date 4/3/2007 Report No. 40307-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles Time Truck# 13:10 16 Ticket* 182968 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 4" Mix Temp. (F) 66 Site Mix Air Temp. (F) 57 Unit wt. (pcf) Placement Area Location Grade beams 5/E -F.9, C.315-6. Pile caps A/16,A117,Al18, A/19,A120, BI16,B/17, B/18 Sampled at 15 cyds. Remarks Placed by boom pump, mechanically consolidated with H/F Vibrator Please refer to Field Report No.6316DFR040307 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cem. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1890 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 576 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Test Code Date 070238 4/10/2007 070238 511/2007 070238 511/2007 070238 070238 070238 070238 070238 Remarks Results Reviewed By Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.57 0.0 52223 4,150 1 JS N/A 1 1 1 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Farm 31561 Rnin3 E1Mecera:NO SifyW rime nlwmanon Prnmed ,,' fiel ePOn 1 -Pared kr hr saCuei.. vre s! yN cf I flirt soon may nal ba repadue.d n anY :Omer exl'.0Ut 75e aryten Dermoson :lien and Krazan 3 Assacaeea Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) 1..V n - 116M, 14.UIJUI11, VVf1 .701.11JL, kiLUJJ 0.7* -4;.A.11.0 -Project No. 066-06316 Cyl. Code 070255 Pour Date 4/5/2007 Report No. 24909 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:30 M018 183235 4-1/4" 65 70 Placement Area Location Pile caps and grade beams, line 161C -E.12. Grade beams, line 51C.3 -D Sampled at 35 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1883 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070255 4/12/2007 7 4x8 12.57 0.0 55922 4,448 1 JS N/A 070255 5/3/2007 28 4x8 1 070255 5/3/2007 28 4x8 1 070255 H 4x8 070255 070255 070255 070255 Remarks Results Reviewed By `L'gi, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form WW1 Revision] Mc** Data 5r12N4 The information ponied on the report • prepared for the eachu.ve use of the dent. The repot may not be reproduced in any format alhout the molten perm,osem of !ha dent and t,azan d Assad •w4. •Vs.. VN oasis Ile■ VYl sc 1UU, AUUUUI Il, ■IIA QUUUL, {LJJ) JJ.TLJUU -Project No. 066-06316 Cyl. Code 070254 Pour Date 4/5/2007 Report No. 24910 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:40 M088 183244 5-112" 67 70 Placement Area Location Pile caps and grade beams, line 16/C -E.12. Grade beams, line 5/C.3 -D Sampled at 90cyds Remarks Placed by boom pump mechanically consolidated by H/F Vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566.5 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 4/6/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070254 4/12/2007 7 4x8 12.57 0.0 56153 4,460 2 JS N/A 070254 5/312007 28 4x8 2 070254 5/3/2007 28 4x8 2 070254 H 4x8 2 070254 070254 070254 070254 Remarks Results Reviewed By 6 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 93101 ReYlJ0n 3 Effective D. 3/1210. The INomvtion provided on this report is prepared for the exck swye we of the cMN. This ..part may not be reproduced in any format ..chord the written permission of the dived and Krazan S Asaan •— • •••• eVM1vV / VVI AYYY11a, VIA 3VVVGI 11LJ0) .7J.7'LJVV • Project No. 066-06316 CyI. Code 070253 Pour Date 4/512007 Report No. 24879 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time 14:20 Truck# Ticket # M132 183246 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5" 68 71 Placement Area Location Pile caps and grade beams, line 16/C -E.12. Grade beams, line 5/C.3 -D Sampled at 101 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibration. Please refer to Field Report No.83490 Inspector B. Hixenbaugh Reported Batch Data Design Weights Mix No. 01600 Cem. Ibs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1880 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1407 Water Ibs. 279 263 Air Ent. (oz) Other (oz) Other(oz) Other(oz) Other(oz) Water Added on Job (gals.) Actual Weights 01600 559 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Date Field Cure 070253 4/12/2007 070253 5/3/2007 070253 5/3/2007 070253 070253 070253 070253 070253 Remarks Results Reviewed By A -FC, Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.58 0.0 57405 4.600 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 8% Date Reviewed Date Specimens Rec'd. 4/6/2007 Tested Break Set# By Type 3 JS N/A 3 3 3 3: Cone & Shear 4: Shear Fenn 03101 Revision d Flfadlw Date 311710. The inbimallm paneled on dee (pod 4 papered ter t0. esGuawe 'Ise of fls dent Tres report may nIX be -produced n any formal mlhwa Or written pennteston of the gleed and &man 6 essoct Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) IKraZarl &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 30, 2007 KA No. 066-06316 Permit No. D06- Mr. Pat Burns RECEIVED 4Zs Westfield Corp., Inc. a 2:,-31 633 Southcenter" �' Seattle, WA. 98188 COMMUNITY DEVELOPMENT RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from March 21 through March 26, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 9( Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 16316,16. gagkr&ASSoc,ATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR1?32107 DATE: 03/21/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: South Center Mall PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEAThER: Partly Cloudy TEMP: 54 F Reinforced Concrete Arrived on site as requested by the contractor to perform Reinforced Concrete inspection, in conformance To project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Driven grout piles monitored driving, grouting and placement of Reinforcing steel of the following piles (#/depth') 540/80', 542/79', 537/77', 538/80', 539/83', 543/94', 389/60', 390/59', 427/57', 436/67', 429/58'revealed piles to be placed per plans and Specs and RFI 383 with exception to pile # 543 which did not reach bearing soil. 3) During driving of pile # 439 the driving hammer broke at 46' in depth shallow of reaching bearing Soil and the hole had to be abandoned. 4) Sampled grout and cast 1 set of (4) 2x4 cylinders for testing reference report 6316CR032107-1 For test data. 5) Performed visual inspection of pile cap reinforcing steel piles D/5, D/6, E/5 revealed piles to Be placed per plans and specs and RFI 420. 6) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference report 6316CR032107-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved p ans, specifications, and regul.. ry . uireme Superintendent/Representative: Technidan: George Naill Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. 7 UM I<_razaii &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/22/2007 FIELD REPORT NO.: 63160FR032207 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy TEMP: 47 F Reinforced Concrete Arrived on site as requested by the contractor to perform Reinforced Concrete inspection, in conformance To project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Driven grout piles monitored driving, grouting and placement of Reinforcing steel of the following piles (#/depth') 433/68', 444/76', 435/76', 445/71', 410/76', 450/73', 412/80', 453/82', 363/53', 362/53', 366/58', 368/66', 370/68', 374/72', 356/70' revealed Piles to be placed per plans and specs and RFI 383. 3) Sampled grout and cast 2 sets of (4) 2x4 cylinders for testing reference report # 6316CR032207-1 and 6316CR032207-4 for test data. 4) Performed visual inspection of pile cap and grade beam reinforcing steel lines B.3/5-6, 6/B.3 -C.3 And 6/D.4 -E.5 revealed resteel to be placed per plans and specs. 5) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing referenced report # 6316CR032207-2, 6316CR032207-3 for test data. 6) Performed visual inspection of Epoxy dowel to pile cap_grid M/5.9 for 3 new #8 bars to be Installed for grade beam revision per RFI verified hole prep and embedment depth bar size And use of Simpson strong -tie SET22 epoxy. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 I WAS NOT 0 performed in accordance with the approved pians, specifications, and , ulat.. , uire Superintendent/Representative: Technician: Geor• a Nai Form 1501 r.I Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates.