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HomeMy WebLinkAboutPermit D06-425 - Segment 4 - Westfield Southcenter Mall - FoundationD06-425 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 "Kr, 8,AssociATEs, I NC. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316108032307 DATE: 03/23/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-2455 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 53 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) 358/76', 414/80', 372173', 411/64', 371/72', 369/64', 451/80', 449/81', 447/75', 479/81', and auger cast piles 457N91', 418A 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 # 6316CR032307-1 and 6316CR032307-3 for test data. 4) Performed visual inspection of pile cap and grade beam reinforcing steel M -N.2/5.9-6, N.1/6.8-7.7 revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference report # 6316CR032307-2 for test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS /WAS NOT 0 performed ki accordance with the approved plans, specifications. a Superintendent/Representative: Technician: George Nail! ♦R ry requireme, 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<.12I2!2.I1l. FIELD B�AssoCIATEs,INc. REPORT NO.: 6316D1[i()32607 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/26/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: South Center Mail KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: D06-245 G. Nail! JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy TEMP: 58 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') 504/70', 466/68', 505/72' ,468/68', 438A163', 471174', 469/74', 473/70', 510/88', 475/80', 480/76' revealed piles to be placed per plans and Specs and RFI # 383. 3) Sampled grout and cast 1 set of (4) 2x4 cylinders for testing reference report # 6316CR032607-1 For test data. 4) Performed visual inspection of Grade beam reinforcing steel lines N.215-7, M.3112-12.8, 13/K -L.3 Revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference report 6316CR032607-2 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS1231WAS NOT 0 performed in accordance with the approved plans, specifications, : y • r uiremegib Superintendent/Representative: Technician: George Naill 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. IKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION April 6, 2007 KA No. 066-06316 Permit No. D06-245 4 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, ' 1 3 2007 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 March 27 through April 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. EG eir2c7IL... Kathryn E. Gordon Project Manager Puyallup Division SHI{Ipm 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 06316 JG 2 zan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING s ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/27/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFR032707 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: 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') 467161', 438B/52', 506161', 470/60', 472/74', 508171', 478/80', 476/80', 509/82', 474/65', 423/92', 419/84', 373/66' revealed piles to be placed Per plans and specs and RFI 383 with exception to pile 423 which did not meet bearing soil. 3) Sampled grout and cast 1 set of (4) 2x4 cylinders for testing reference report 6316CR032707-1 For test data. 4) Performed visual inspection of grade beam and pile cap reinforcing steel lines U12-13, 131.1-.1.8 Grids K.3/3, L.113, L9/3, M,11/3 revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x6 cylinders for testing reference report 6316CR032707-2 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 regu Superintendent/Representative: Technician: George Na 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<_t3ZaJ1. &ASSOCIATES,1NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 03/29/2007 FIELD REPORT NO.: 6316DFR032807 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: Mostly Sunny 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') Pedestrian bridge N.W. pile/33', N.E. pile/33' Revealed piles to be placed per plans and specs and RFI #383. 3) Sampled grout and cast 1 set of (4) 2x4 test cylinders reference report 6316CR032807-1 for Test data. 4) Performed visual inspection of Grade beam reinforcing steel 6/D.4 -C.3, 7/D -E, D16-7, E/6-7, E.5/6-7, Planter box walls D.3 -E/7-7.75, Pile caps K.3/2.5, L.1/2.5, L.9/2.5, M.11/2.5, 3/,1.12 Revealed resteel to be complete per plans and specs and RFI 420. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report 6316CR032807-2 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 Superintendent/Representative: Technician: George Naill irements. y �, 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<.12Z2JT1 &ASSOCfATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANC INSPECTION DATE: 03/29/2007 FIELD REPORT NO.: 6316DFRo32907 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZANPROJECTMANAGER: K.E.G. WEATHER: Sunny TEMP: 49 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') 72/37' revealed pile to be placed per plans and Specs and RFI 383. 3) Sampled grout and cast 1 set of (4) 2x4 test cylinders reference report 6316CR032907-1 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 , : }y _, ments([, Superintendent/Representative: Technician: George Nail! Form 1501 ri 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. FIELD �n $LA550CtATES,tNc. REPORT NO.: 6316llFR0334()7 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/30/2007 CONTRACTOR: Baley Construction PROJECT*: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. NaiII LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 55 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 Pile cap reinforcing steel grids 2.6/J.5, 2.6/J.12, J.5/3, L.1/3, L.9/3, M.11/3, Grade beams 2.61J.5 -J.12, C.3/5-6, D/5-6, E/5-6, 510-E, 61E.5 -G, Escalator pit walls B.7/6.3 revealed resteel to be complete per plans and specs and RFI 420. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR033007-1 and 6316CR033007-2 for test data. H) VFC-rC".=6n 6 'Of. 1)C. fat 1.t-rA It ccr,3 ESCAZ.A j f [NALc s. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved pians, specifications. and mgulat SuperintendentvRepresentative: Technician: George Nail 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. -.411121 I<1L?Ifl & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _3/2th_21. ? PROJECT #: 040-14 PROJECT _1 -7 /IILPRa:TEer_ LOCATION: _Ct4A(reCW/Plhe _Z 4NJ KRAZAN PROJECT MANAGER: NDE REPORT NO.: 3 9 6 4 CONTRACTOR: PERMIT NO: A INSPECTOR: /LS2z'.4 V77N© MISC: -- WEATHER: 5://R TEMP: 4,0 ° STRUCTURAL STEEL FIELD SHO' WELDING i._] V.T. E , MATERIAL ID U.T. ULTRASONIC EXAMINATION REPORT L_ RT. Specification no. _ ___.___- _- __AWS D 1.1-96 /NDE -UT -1 _ Material Alloy 422.3. Weld Joint ._T.&277 - Standard no. --------.--- WS D171-96 Table Material Thickness - g, g,.RLWeld Process P 415( Calibration Standard _— HW type Ref. Dwg/detail ns=near side, fs-far side. Tf=top flange. Bt=.bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & of=top and bottom flange PC. MK./ Grid Line P�� 863/5 ! ISI _47-2,,F4/5- 3 ,8.930.6 l EI W U I 4i !DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO 'W' W 1> Z - . -IW . J >1W L --:Z Z O - U¢ z Un_ ❑ ▪ : W W : W W 0 Lu Z < 0:6 I Q I• Q 0 = 51Id i Ic.i ' (On 70 ° • 4_ :f7.2 70 ° , :7.2; I --..7C ` 1 ! 7.Z - L J 0° I 4--+ J____,_ • Z z ❑ z W 0 0 cc O a n I zl, z W O kr �Ii O Iz CE FROM WELD END 'V" REFERENCE REFPORT NO. 7 Ultrasonic Test LT) Equipment Make:_- SN 470Z Transducer: size SN bCouptantr-'r ASTM Test Method: A587 Frequency: ;'`CONFORMANCE OF WORK QTY Conforming Welds 7 25 MHz QTY Nonconforming Welds,/ QTY Examined Welds 7 HOURS DESCPT j IN OUT ST OT i MIL L To the best of my knowledge, the abov WA AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Superintendent/Representative: 215 West Oakora Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 7025 Lone Palm Ave. Ste. 2E Modesto. CA 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95172 • (408) 271-2200 723 Commerce Circle, Sacramento. CA 95815 • (915) 564-2200 Technician: 226 N. Shermn,, Ste. A, Corona, CA 92880 1501 15th Street NW,.1106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 30, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 93662 • (909)549-1188 • (253; 939-2500 • (360) 598-2726 • (425) 485-5579 • (360) 254-3200 I(razari FIELD &AssocIATEs,INC. REPORT NO.: 6316DH-1040307 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04/03/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-2455 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: 65 F GIL 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 598, 599, 601, 626, 627, performed Continuous Inspection of full pen welding of splices on piles 626, 627. 3) Performed Ultrasonic examination of pile splices on piles 626 splice 1, 627 splice 1 which revealed No relevant indications to be noted, welding to be complete per plans and AWS D1.1-2006 4) Reference Attached copy of welder W.A.B.O. cert. Reinforced Concrete 1) Performed visual inspection of Grade beam reinforcing steel lines 51E -F.9, C.315-6, Pile Cap Reinforcing steel grids A116, A117, A/18, A/19, N20, B/16, B/17, B/18 revealed resteel to be Complete per plans and specs and RFI 420. 2) Sampled concrete and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR040307-1 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: et± Dry requiremer44 Superintendent/Representative: Technician: George Naill 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 1Crazan & Associates. tuKraz&ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR040407 DATE: 04/04/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mali PERMIT NO: D06-245 INSPECTOR: G. Nails JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Sunny TEMP: 57 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 forypiles 602, 603, 605, 606, 607, 609 performer Continuous Inspection of full pen welding of splices on piles 598, 599, 601, 602, 603, 605, 606, 607, 609. 3) Performed Ultrasonic examination of full pen weld splices of pile # 598, 599, 601, 602, 603, 605, 606, 607, 609 Splice # 1 each pile revealed no relevant indications noted welding is complete Per plans and AWS D1.1-2006 4) Welder certs. previously verified 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 Nail' Offices Serving the Western United States • irements L , Form 1501 r. t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use oldie client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 23, 2007 KA No. 066-06316 Permit No. D06QtS 1126— Mr. {ZS Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RECEIVED APR 0 5 2007 RE: Special lnspection COMMUNITY Westfield Mali Expansion DEVELOPMENT Seattle, Washington Dear Mr. Bums, 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 12 through March 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 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 dtr � aZ2'll . &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR031207 DATE: 03/12/2007 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 Mostly Sunny 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 69/42', 71145', 378/86', 416186', 455/85', 339/65', 344/64', 404180' revealed piles to be placed per plans and specs and RFI 383 with exception to pile #404 which was placed approx. 3-4' south of it's laid out location Due to and obstruction at approx. 15' down. 3) Sampled grout for testing and cast 2 sets of (4) 4x8 test cylinders reference report # 616CR031207-1, 6316CR031207-2 for test data. Equipment/Asset Number(s): To Ibe best of my knowledge, the above WAS ®1 WAS NOT 0 performed it accordance with the approved plans, spedfications, and regulat Superintendent/Representative: Technician: George Nail! 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 IKJi'21ZW1 &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR031307 DATE: 03/13/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Naiil LOCATION: Both Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Mostly Cloudy TEMP: 50 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 340/60', 345/74', 394/83', 399/77', 402/74.5', 407/78', 342/7Trevealed that piles were placed per plans and specs and RFS # 383. 3) Sampled grout and cast 2 sets of (4) 4x8 test cylinders for testing reference report #'s 6316CR031307-1, 6316CR031307-2 for test data. 4) The following piles wereplaced but were determined to be unacceptable by the Geotech _ Were piles 457 due to not reaching bearing soil before bottoming out drill rig and 418 due to The reinforcing steel cage being forced down into the hole with the use of the bobcat track hoe With sufficient force to lift the track off of the ground. The Geotech firm rep. has notified the Contractor. Equipment/Asset Number(s): To the best of my knowtedge, the above WAS, 1 WAS NOT 0 performed in accordance with the approved plans, spec licatio s, and Superintendent/Representative: Tedmician: George Nail! 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. IKI212ari &ASSOCIATES,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/14/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR031507 CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: D06-245 G. Nails City of Tukwila Partly Sunny TEMP: 45 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 379/86', 341168', 534/89' 555/91', 560/97', revealed piles to be placed per plans and specs and RFI 383. 3) Sampled grout and cast 2 sets of (4) 4x8 cylinders for testing reference report # 6316CR031507-1 And 6316CR031507-2 for test data. 4) Performed visual inspection of grade beam reinforcing steel lines 12/C -E, 11/D -E, C.3/11-12 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 # 6316CR031507-3 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 reg SuperintendenVRepresentative: Technician: George Naill 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 repos may not be reproduced in any format without the written permission of the client and Krazan & Associates. fkU77- Kr an I(razaii &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR031407 DATE: 03/14/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.WEATHER: WEATHER: Mostly Cloudy TEMP: 57 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 535/91', 556/93', 559197', 454/89', 415191' revealed piles to be placed peer plans and specs and RFI 383. 3) Sampled grout and cast 2 sets of (4) 4x8 cylinders for testing reference report #'s 6316CR031407-1 and 6316CR031407-3 for test data. 4) Performed visual inspection of Grade beam reinforcing steel lines E/8-13, D/7-12, C.3/7-11 8,9,10/C.3 -E, 7/C.3 -D, 111E -E.6, J.8/12-13 and planter S.O.G. reinforcing steel south of E from 7-7.75 revealed resteel to be complete per plans and specs. 5) Sampled concrete an d cast 1 set of (4) 4x8 cylinders for tasting reference report # 6316CR031407-2 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 arts, specifications. and Superintendent/Representative: Technician: George Naill rl0 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 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/16/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR031607 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Partly sunny TEMP: 61 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 533191', 554/92', 558198', Monitored Driving and grouting and placement of reinforcing steel in Driven grout piles (#/depth') 428/63', 437/68', 430/62', 438/68', 432/66', 440/71', 442/76' revealed piles to be placed per plans And specs. 3) Sampled grout and cast 2 sets of (4) 2x4 cylinders for testing reference report # 6316CR031607-1 And 6316CR031607-2 for test data. 4) Performed visual inspection of pile caps grid L/13, L3/13 revealed pile cap resteel to be complete Per plans and specs. 5)Sampied concrete and cast 1 set of (4) 4x8 cylinders for testing reference report # 6316CR031607-3 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 regulat 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. !.IKra.zaii .5SOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR031907 DATE: 03/19/2007 CONTRACTOR: Baley Construction PROJECT is 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy/Lt. R 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 536/92', 557/93', 561/98' Monitored driving, grouting and placement of reinforcing steel Driven grout pile #'s (#/depth') 443/63', 441/73', 431/66' revealed piles to be placed per plans and specs and RFI# 383. 3) Sampled grout and cast 1 set of (4) 2x4 test cylinders for testing reference report # 6316CR031907-1 for test data. 4) Performed visual inspection of Grade beam reinforcing steel lines D.6/3-5, D.8/3-5, 31B -C.3, 5/B.6 -C.3 planter S.Q.G. D.3 -E/7-7.75, planter walls E -E.4/7-7.75 and pile caps 5/C.3, B/3, M.3/12.8 revealed resteel to be complete per plans and specs and RFI # 383. 5) Sampled concrete for testing and cast 1 set of (4) 4x8 test cylinders for testing reference report # 6316CR0319078-2 and 6316CR031907-3 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, specifications, and reg Superintendent/Representative: Technician: George Nair 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. r an &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/112007 PROJECT it: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR031007 CONTRACTOR Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Cloudy/Lt. R 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 followingpiles (#/depth') 434/72', 409/75', 448/80', 452/83', 413179', 462/94', 420/86', 422196', 446/76', 361/58', 364/56', 365/57', 376166', 540A/79', 541/80', 507/73' Revealed piles to be placed per plans and specs and RFI # 383 with exception to pile #'s 482, 422 which did not reach bearing surface before reaching maximum capacity of the driving Rig. 3) Sampled grout and cast 2 sets of (4) 2x4 cylinders for testing reference report # 6316CR032007-1 and 6316CR032007-3 for test data. 4) Performed visual inspection of grade beam reinforcing steel lines 6/K -M, K15-6.6, U5-6, U5-7.6, 7.6 -7.7/M -M.11, M.11/8 revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference report # 6316CR032007-2 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 = .: requirements. tC Superintendent/Representative: Technician: George Nail! 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. K ratan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 30, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter RECEIVED Seattle, WA. 98188 APR 0 5 2007 RE: In Process Inspection Report DEVELOPMENT� 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 o -,door-. Kathryn E. Gordon Project Manager Puyallup Division SHH/prn 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 074260 Pour Date 2/22/2007 Report No. 26681 Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06245 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) 14:22 18 118487 4" 63 51 Placement Area Location Pile cap & grade beams, grid 10-1218-C 12-13/B & grade beam 12/C to 13/B Sampled 123 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Naill Reported Batch Data Design Actual Weights 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.) 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 t 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 12.57 53285 4,240 3 MA N/A 28 4x8 12.55 76956 6,130 3 BH N/A 28 4x8 12.55 77582 6,180 3 BH N/A H 4x8 3 074260 3/1/2007 074260 3/22/2007 074260 3/22/2007 074260 074260 074260 074260 074260 Remarks Results Reviewed By J(£� 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) Pam 03101 Rewlebn 3 Menthes Dab N1VD, The Information provided on this rpat le prepared for the =Anne um dem claret. This report may not be reproduced In any format without the written pemmaabn of the client end Watan R Aseern Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074247 Pour Date 2/22/2007 Report No. 26679 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06245 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) 13:15 18 181157 5" 63 51 Placement Area Location Pile cap & grade beams, grid 10 -12/B -C 12-13/B & grade beam 121C to 13/B Sampled 25 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 Com. 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.) 0 Field Test Methods x ASTM C143 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 074247 3/1/2007 7 4x8 12.57 0.0 46239 3,680 1 MA N/A 074247 3/22/2007 28 4x8 12.55 0.0 71930 5,730 1 BH NIA 074247 3/22/2007 28 4x8 12.55 0.0 75200 5,990 1 BH WA 074247 H 4x8 1 074247 074247 074247 074247 Remarks Results Reviewed By Kea 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 +f- 8% form d1101 Revision 3 Endive crt.S/12ros The ihformstIon pmrtded on this report S prepared for the exdwNe use of the cll.rd. This report o y not be reproduced In any formol without the Witten permission of the rOo,t and Oman & Mewls Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074245 Pour Date 2/22/2007 Report No. 26680 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06245 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) 13:35 21 181159 4-3/4" 64 51 Placement Area Location Pile cap & grade beams, grid 10 -12/B -C 12-13/B & grade beam 12/C to 131B Sampled 58 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Nail! Reported Batch Data Design Actual Weights 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.) 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 12.57 0.0 51836 4,120 2 MA NIA 28 4x8 12.55 0.0 75389 6,000 2 BH N/A 28 4x8 12.55 0.0 81995 6,530 2 BH N/A H 4x8 2 074245 3/1/2007 074245 3/22/2007 074245 3/22/2007 074245 074245 074245 074245 074245 Remarks Results Reviewed By KEG 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 D. 5112104 The in.ormedoe provided on this report le papered fort the .ndwMm use of the client. This report may not be reproduced in wry formal vNCmer the vMien permission of his died rd Kazan S Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074259 Pour Date 2/22/2007 Report No. 26682 Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Partly 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 # 1 Air (In.) (F) (F) (pcf) 14:57 21 118491 5" 63 51 Placement Area Location Pile cap & grade beams, grid 10-1218-C 12-13/B & grade beam 12/C to 13/B Sampled 158 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. Ibs. 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.) 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 G.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 45345 3,610 4 MA N/A 28 4x8 12.55 0.0 76137 6,070 4 BH NIA 28 4x8 12.55 0.0 72949 5,810 4 BH NIA H 4x8 4 074259 3/1/2007 074259 3/22/2007 074259 3/22/2007 074259 074259 074259 074259 074259 Remarks Results Reviewed By r ec 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 0709 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 09101 liroislen9 Mears Dab NUN The Wormstion ,sodded on this report 4 primed for the eaokuhre . of the alert. The report may rot be reproduced in any tome& without the mean permission of the dent arid Kraian & Asaodk Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Partly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074259 Pour Date 2/23/2007 Report No. 26686 Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Time Truck# Ticket # 12:40 M092 181243 Mix Slump Temp. % Air (in.) (F) 5" 57 Site Mix Air Temp. (F) 39 Unit Wt. (pcf) Placement Area Location Elevator pit wails J.10/8 Elevator pit slab on grade J.13/12.6 Grade beams G/7.6-9, F.7/12 -13,G.9/'12 -13,J/12-13 Sampled 13 cyds out of 27 cyds placed Remarks Placed by grout pump mechanically consolidated by HIF vibration. Please refer to Field Report No.6316DFR022307 Inspector G. Nail' Reported Batch Data Design Weights Mix No. 1600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1524 Water lbs. 279 30 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 1600 562 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 074259 3/2/2007 074259 3/23/2007 074259 3/23/2007 074259 074259 074259 074259 074259 Remarks Results Reviewed By /reC Field Cure Codes for Break Types: Design Strength 4,000 @ 2B days Max. Age Dim. Area C.F. Load 7 4x8 12.54 28 4x8 12.56 28 4x8 12.56 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 0.0 0.0 0.0 45260 77164 73789 Comp. Str. (psi) 3,610 6,140 5,870 Date Reviewed Date Specimens Rec'd. Tested Break Set # 1 1 1 1 3: Cone & Shear 4: Shear By KC BH BH Form 03101 Revision Effective Gate 6!17/0 The YdonnhNon provided on No report* prepared for Me exclusive use of the dkrd. This report may not be reproduced Si any formai x10me* the written permission of the dent ad Krazan 8 Mead 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 070054 Pour Date 3/14/2007 Report No. 31407-3 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfieid 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) 9:20 409 777978 Flow 59 42 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 940 F. Ash lbs. C. agg.Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2275 Water lbs. 460 389 Air Ent. (oz) Other (oz) 100 100 Other(oz) 37.6 38.6 Other (az) Other (oz) Water Added on Job (gals.) 50 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 Rec'd. 3/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070054 3/21/2007 7 2x4 3.14 0.0 17966 5,720 3 SW N/A 070054 4/11/2007 28 2x4 3 070054 4/11/2007 28 2x4 3 070054 H 2x4 3 070054 070054 070054 070054 Remarks Results Reviewed By KE4 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 07101 Revision 7 Maros Dsfa 5/12/O' The Irstorrtrlion provided on this report 4 pfd for the saeU1v* ua of the client. This report nosy not be reproduced 4 e7 btmd without the mitten pwmisaion of tie tient and Krum 8 Nark Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070071 Pour Date 3/15/2007 Report No. 31507-1 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 Other Supplier CYLINDER REPORT Stoneway 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. Naill 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 C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Cyl. Test Field Max. Comp. Code Date Cure Age Dim. Area C.F. Load Str. (psi) 7 2x4 3.15 0.0 16373 5,200 070071 3/22/2007 070071 4/12/2007 070071 4/12/2007 070071 070071 070071 070071 070071 Remarks Results Reviewed By k & Codes for Break Types: 28 2x4 28 2x4 H 2x4 Date Reviewed Date Specimens Recd. 3/19/2007 Tested Break Set# By Type 1 BH NIA 1 1 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 0310+ Revision 3 Effective D. 6112/01 The Mdoim don PoW1.d an this wed It prepared for the .xdu6Na use of Tie dent This report a1•y not be reproduced N any fonn.t withal the wril.n pemesebn of ihe client and Krr'.an & Assoc*, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Partly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyi. Code 070069 Pour Date 3/15/2007 Report No. 31507-2 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) 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.6316DFR031507 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 935 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2317 Water lbs. 460 379 Air Ent. (oz) Other (oz) 100 100 Other (oz) 37.6 38 Other (oz) Other (oz) Water Added on Job Sgals.) 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 Recd. 3/19/2007 Cy!. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070069 3/22/2007 7 2x4 3.15 0.0 14837 4,710 2 BH N/A 070069 4/12/2007 28 2x4 2 070069 4/12/2007 28 2x4 2 070069 H 2x4 2 070069 070069 070069 070069 Remarks Results Reviewed By /Ce4" 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% Fam, 03101 R.rision 3 Mayo we &17101 The Information prided on OMe !port k depend Aon the eurriaire use of the dent. This report nmy not be reproduced hay format %Clout On written permission of the dent and Krazan 5 Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070066 Pour Date 3/15/2007 Report No. 31507-3 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 Grade Beams 12/C -E, 11/D -E, C.3111-12 Sampled 1.5 cyds out of 6.5 cyds placed. Remarks Placed by chute, mechanically consolidated by HIF vibration Please refer to Field Report No.6316DFRO31507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566 F. Ash lbs. C. agg. Ibs. 1 1860 1870 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1406 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. 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 3 070066 4/12/2007 28 4x8 3 070066 H 4x8 3 070066 070066 070066 070066 Remarks Results Reviewed By ALE4 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory I 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) Rain 03101 Revision 8 Breathe Ode 3/1701 The iionndon pomaded on this rpat N PrsPiwild fa the exclusive use of the dart. This report may not be reproduced k1 •r7 tom* without Me written permission of the dent and Krazen a Assod. 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 Mali 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) 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 942 F. Ash Ibs. C. agg. Ibs.1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2284 Water Ibs. 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 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. 3/21/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070095 3/23/2007 7 2x4 3.14 0.0 15982 5,090 1 BH N/A 070095 4/13/2007 28 2x4 1 070095 4/13/2007 28 2x4 1 070095 H 2x4 1 070095 070095 070095 070095 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 N on -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 Fierrion Etredhe Date 917/131 tr. Inklnibn provided on this report is prepared for the reclusive use of the deet. The report may not be reproduced In say format s the rotten permission of the client and Krezen & Assoc* Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070094 Pour Date 3/16/2007 Report No. 31607-2 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 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) 13:10 412 779885 Flow 61 61 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 Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 946 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) 100 100 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 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 070094 3/23/2007 7 2x4 3.15 0.0 12876 4,090 2 BH N/A 070094 4/13/2007 28 2x4 2 070094 4/13/2007 28 2x4 2 070094 H 2x4 2 070094 070094 070094 070094 Remarks Results Reviewed By AcG 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 3 Effacers D. 3/1210.1 The i k:armada provided on this morns prepared lor tlis. ides n. ue•af 114 dear. This raped may nal be r.podu0sd In any brad *Maur the 'melon pemession of 0» diad and Kneen a Assoc/ 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 Malt 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) 13:55 135 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 Report No.6316DFR031607 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 1866 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1433 Water lbs. 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 C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. 3121/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070081 3/23/2007 7 4x8 12.56 0.0 49381 3,930 3 BH NIA 070081 4/13/2007 28 4x8 3 070081 4/13/2007 28 4x8 3 070081 H 4x8 3 070081 070081 070081 070081 Remarks Results Reviewed By KEG Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 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 +/- 8% Farm 03101 Revision Motive We 6112/0,1 The blonnetton provided on this nrport is P,IPred for the exclusive use of the oiled. This report miry not be reproduced h any format without the %mitten permission of the client and Knew, 3 Asia3 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 070105 Pour Date 3/19/2007 Report No. 31907-1 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 Temp. Temp. Wt. Time Truck# Ticket # 1 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. Neill 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 2273 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.) 45 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 5,000 @ 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 070105 3/23/2007 7 2x4 3.14 0.0 17049 5,430 1 BH N/A 070105 4113/2007 28 2x4 1 070105 4/13/2007 28 2x4 1 070105 H 2x4 1 070105 070105 070105 070105 Remarks Results Reviewed Sy 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 Revision 3 03Vsdhs Dote 5112113‘ Th. information ptevided on this upon is prepared for the mrck sive use of the dent. This report rimy not be reproduced in any banal %shout the written psnissicn of the dud and Krazan 8 Assoc* 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 Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 78 182344 4-3/4" 60 47 Placement Area Location Grade beams B.8/3-5, B.6/3-5, 31B -C.3, 5/6.3-C.3 Planter slab on grade D.3 -E17.75, 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 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 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 Design Strength 4,000 @ 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 07103 3/26/2007 7 4x8 12.59 0.0 51295 4,070 2 SW N/A 07103 4/16/2007 28 4x8 2 07103 4/16/2007 28 4x8 2 07103 H 4x8 2 07103 07103 07103 07103 Remarks Results Reviewed By Kms- 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 Reeirion 3 Melte. Data 6N1201 The trormaibn preVe114 on WS npoI is pmpMsd for the exclusive we et the dart. This raped may not be reproduced in wry Amami online," the wabr. permission oldie dart and Krazan & Meecd 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 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) 14:20 96 182351 5-1/2" 61 47 Placement Area Location Grade beams B.8/3-5, B.6/3-5, 31B -C.3, 51B.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.6316DFR031907 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 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 Design Strength 4,000 @ 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 070106 3/26/2007 7 4x8 12.59 0.0 53785 4,270 3 SW N/A 070106 4116/2007 28 4x8 3 070106 4116/2007 28 4x8 3 070106 H 4x8 3 070106 070106 070106 070106 Remarks Results Reviewed By !e_LE� 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) Form 03101 R,1.ond Eff.dhrs Date &'12101 The Hermatbn provided on this mood is prepared for the exclusive use of the dent Tlr report may not be reproduced to any format wltwut the seinen permission of the dent and Krazan 8 Atsoct ...,--..., iiKrazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 23, 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, RECEIVED 'APR 0 5 2007 COMMUNITY DEVEWPtAENT 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/ .-49140®'74--* Kathryn E. Gordon Project Manager Puyallup Division Si-II/pin 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 r%liacos' of M15ut:ldlfds, 1111:. lou t - lutn Duvet mrr Dune Ivo, Muourn, vv/'i `Jouu , (40.1) vav-Lauu Project No. 066-06316 Cyl. Code 074173 Pour Date 2/13/2007 Report No. 25065 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 Project Westfield Mali 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) 10:00 411 764982 Flow 59 42 Placement Area Location Pile#'s 5,22,12,10,8,6,44,3,24,46,103,123, 158 Sampled 23 cyds out of 85 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63677 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 949 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2276 Water lbs. 460 383 Air Ent. (oz) Other(oz) 37.6 38 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 70 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. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074173 2/20/2007 7 2x4 3.13 0.0 17026 5,440 1 KC NIA 074173 3/13/2007 28 2x4 3.15 0.0 26153 8,300 1 MA NIA 074173 3/13/2007 28 2x4 3.15 0.0 28156 8,940 1 MA N/A 074173 H 2x4 1 074173 074173 074173 074173 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% Farm 03101 R*Mebad Mayo Data 5/1VO. The ad lini16oa Prond0d an pas repro! Y prepared for the asriafve use of!hadrat. Tats moped may ear be reproduced In ay format without Me larMan pormlaaran dr0m orad and Ikazm 8 Assoc* nrazan a Associates, inc. taut - lout street PAIN suite iva, Auuurn, irvM !lOUUL, (L0.3J t).3!! LDUU Project No. 066-06316 Cyl. Code 074192 Pour Date 2/13/2007 Report No. 25074 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Partly 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) 13:40 411 765212 Flow 58 51 Placement Area Location Pile#'s 5,22,12,10,8,6,44,3,24,46,103,123, 158 Sampled 55 cyds out of 85 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63677 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. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2280 Water lbs. 460 385 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other(oz) Water Added on Job (Sats 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074192 2/20/2007 7 2x4 3.13 0.0 14113 4,510 2 KC N/A 074192 3/13/2007 28 2x4 3.15 0.0 20628 6,550 2 MA N/A 074192 3/13/2007 28 2x4 3.15 0.0 22841 7,250 2 MA NIA 074192 H 2x4 2 074192 074192 074192 074192 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% PORT 03101 Reb.brr3 Effonevs Dr. &/7/0i 7M I krmr on prwldd on this report Is pr.p.red for the widish. use or the clot. This report map not b. reproduced In any tercet without die ,Mtt.n permission of the client and xra .dn 8 Asoma rvazan & Associates, inc. 'tains - -um otreet ervv bunts luo, Auourn, vvA at uuz, ttos; ase-couu Project No. 066-06316 Cyl. Code 074168 Pour Date 2/13/2007 Report No. 25075 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Partly 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) 14:35 98 180775 5-1/2" 62 53 Placement Area Location Pile Caps M/6, GN, M/7.6,N.1/6.8,N17.7,M.1118.1,M.3/11.1, M.3/12 Sampled 4 cyds out of 12.5 cyds placed. Remarks Placed by chute Please refer to Field Report No. 63677 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1410 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 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 074168 2/20/2007 7 4x8 12.46 0.0 48822 3,920 3 KC N/A 074168 3/13/2007 28 4x8 12.56 0.0 75964 6,050 3 MA N/A 074168 3/13/2007 28 4x8 12.56 0.0 82141 6,540 3 MA N/A 074168 H 4x8 3 074168 074168 074168 074168 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 03101 Revision 7 Effective OW 5'1710+ The information provided on this Mani 4 prepared far the exclusive we of the dens. nig report may not be repmdu4d In any *neat arthral the re'M1en permission of IM dived aid Kramn & Aasock 1\IdLauI n J1aaY IdIQ.7, usu. 1JU1 " I:PEI I all QM ruVf ',tutu IUU, MNUUIII, VV aODUL, kiJJ) 7JCYGJUU Project No. 066-06316 Cyl. Code 074177 Pour Date 2/14/2007 Report No. 26463 Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D06-425 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) 1:15 48 180841 5" 60 45 Placement Area Location Bottom lift at 7.61H, large grade beam. Sampled 11 cyds out of 95 cyds placed. Remarks Observed consolidation with H/F mechanical vibrator per plans. Please refer to Field Report No.65602 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cam. lbs. 564 F. Ash lbs. 718" agg. Lbs 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.) 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 074177 2/21/2007 7 4x8 12.58 0.0 47784 3,800 1 SW N/A 074177 3/14/2007 28 4x8 12.60 0.0 81328 4,870 1 SW N/A 074177 3/14/2007 28 4x8 12.60 0.0 70132 5,570 1 SW N/A 074177 H 4x8 1 074177 074177 074177 074177 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 C7B0 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Rem 03101 Revision Motive CON 5117101 The Wo n +don provided on Ole report Y prepared for the excluelve tree of IM Diet. The report may not be reproduced in wry tom* violent IN VOW pMnef/+bn of the reset old Hrezan d Aeeod� nrazan et MSSOGidteS, inc. 1 Ou 1 - 'iotn otreet ray rDuiie "iuo, Ruourn, VvI JbUUL, (cos) vov-AMR/ Project No. 066-06316 Cyt. Code 074178 Pour Date 2/14/2007 Report No. 26464 Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D06-425 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) 1:45 M096 180847 5-112" 58 45 Placement Area Location Top Iifg at J.89/7.6, Targe grade beam. Sampled 63cyds out of 95 cyds placed. Remarks Per plans consolidation in use with H/F mechanical vibrator. Please refer to Field Report No.65602 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. 718" agg. Lbs 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.) 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 074178 2/21/2007 7 4x8 12.58 0.0 43989 3,500 2 SW N/A 074178 3/14/2007 28 4x8 12.60 0.0 74162 5,890 2 SW N/A 074178 3/14/2007 28 4x8 12.60 0.0 75274 5,970 2 SW N/A 074178 H 4x8 2 074178 074178 074178 074178 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 0817 ' X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Pant 03W1 Reawbn 9 71re InWnratfnn provided on Ns report M Prepared for the inclusive w. of Nr. cleat The Ippon nay not 6e reproduced ti wry format without the no inn penNsabn of the client and Krazan & Anooct n1 CIL "die Os MtiSfVL tdtF!`.i, 1111:. IOP I - IWI otICCL num *UiW IUD, MUIJUIII, 11YM OOVVL, ULUJ, VaDi—L.7VV Project No. 066-06316 Cyl. Code 074165 Pour Date 2/14/2007 Report No. 25076 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 8:45 412 765626 Flow 58 44 Placement Area Location Pile#'s 2,23,47,4,21,45,125,101,16,26,25, & 13 Sampled 16 cyds Remarks Placed by grout pump Please refer to Field Report No. 63678 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 941 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2319 Water lbs. 460 394 Air Ent. (oz) Other(oz) 37.6 38.2 Other (oz) 18.8 18.6 Other (oz) Other (oz) Water Added on Job (gats.) 70 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074165 2/21/2007 7 2x4 3.14 0.0 15161 4,830 1 SW N/A 074165 3/14/2007 28 2x4 3.14 0.0 22098 7,040 1 SW N/A 074165 3/14/2007 28 2x4 3.13 0.0 22711 7,260 1 SW NIA 074165 H 2x4 1 074165 074165 074165 074165 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 X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Feint 03301 RsNFbn3 Effective Date 5117/0. Ths Y iremedon prodded on des report is Pnrrd For the =drhro use of She dent This report may not be reproduced in airy format without the eaten permission dere dent and Erman d Asaoch r'razan & Associates, inc. 7out - tom btreet rivv butte tub, Auburn, VVA VODUL, (1a3) watt-LDUU Project No. 066-06316 Weather Light Rain Project Wesffield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyt. Code 074166 Pour Date 2/14/2007 Report No. 25077 Jurisdiction City of Tukwila Permit No. D06-425 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) 13:35 411 765813 Flow 57 48 Placement Area Location Pile#'s 2,23,47,4,21,45,125,101,16,26,25, & 13 Sampled 52 cyds out of 60 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63678 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. 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) Other (oz) Other (oz) Water Added on Job (gals.) 75 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. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074166 2/21/2007 7 2x4 3.14 0.0 12377 3,940 2 SW N/A 074166 3/14/2007 28 2x4 3.16 0.0 25201 7,980 2 SW NIA 074166 3/14/2007 28 2x4 3.14 0.0 23505 7,490 2 SW N/A 074166 H 2x4 2 074166 074166 074166 074166 Remarks Results Reviewed By 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 +1- 8% Fenn 03101 RWybn 3 F.eadlee Del* 0/12101 The Mmnwlbn PI SI en this "IP*. pnpw,d for Or wtliNs use attire awl. Thi'.0,4 o*y net bu ret rodunni in any banal withal 10. written pe,mleebn ditto cleat aed Kneen & Mooch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074189 Pour Date 2/15/2007 Report No. 25078 Weather Light Rain 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 Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:40 411 Flow 58 50 Placement Area Location Pile # 14 Sampled 1.5 cyds out of 2 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63679 Inspector G. Mail! Reported Batch Data Design Actual Weights 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) Other (oz) Other (oz) Water Added on Job (gals.) 70 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074189 2/22/2007 7 2x4 3.15 0.0 17005 5.400 1 SW NIA 074189 3/15/2007 28 2x4 3.14 0.0 23820 7,590 1 BH N/A 074189 3/15/2007 28 2x4 3.14 0.0 24332 7,750 1 BH NIA 074189 H 2x4 1 074189 074189 074189 074189 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% Fawn 00401 nvIlon a directive Drs 6112/04 The Ydmmetion provided on this report is pr *d Tor Own ue3nlivs we ditty dent. This mart may not be reproduced in any Tanta vNllout the .w*ten permission of the derit uil Know 6 Amick Krazan 7k Associates, Inc. 1501 - 15t11 Street NW Suite 1Ub, Auburn, WA 913002, (253) 839-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074230 Pour Date 2/16/2007 Report No. 25080 Jurisdiction City of Tukwila Permit No. D06245 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) 13:50 18 118423 4-112" 62 50 Placement Area Location Elevator pit slab J.1218, Pile caps K/12, K/13, Pile caps K/12, K/13, J.8113 Grad beams 91E -E.5, E.5 -E.719-10, 121E -E.7, 11-11.1/E.65 J.8, E.7 to J.8/12, GJ, J, G.9 F.1111 to 12 Sampled 15 cyds ouf of 60 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.63681 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 1858 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 Joblgals.) 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 074230 2/23/2007 7 2x4 12.57 0.0 42013 3,340 1 SW N/A 074230 3/16/2007 28 2x4 12.57 0.0 69336 5,520 1 KC NIA 074230 3/16/2007 28 2x4 12.57 0.0 65257 5,190 1 KC N/A 074230 H 2x4 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 074230 074230 074230 074230 Remarks Results Reviewed By 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 0109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 Redskin 3 Effective Date 5lIZ r The edonnrbn welded on this wort Is plepwed for tm.rcthehe I. of the deft. This report may not be reproduced In wry foment within the when permission of the 01a 01 and Krazan & naso: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074225 Pour Date 2/16/2007 Report No. 25081 Jurisdiction City of Tukwila Permit No. D06245 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) 14:38 1 118425 5" 62 52 Placement Area Location Elevator pit slab J.1218, Pile caps K/12, K/13, Pile caps K/12, K/13, J.8/13 Grad beams 9/E -E.5, E.5 -E.7/9-10, 121E -E.7, 11-11.1/E.65 J.8, E.7 to J.8/12, GJ, J, G.9 F.1/ 11 to 12 Sampled 50 cyds ouf of 60 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.63681 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 559 F. Ash lbs. C. agg. lbs. 1 1860 1860 C.agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1414 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 074225 2/23/2007 7 2x4 12.57 0.0 37665 3,000 2 SW NIA 074225 3/16/2007 28 2x4 12.57 0.0 77686 6,180 2 KC N/A 074225 3/16/2007 28 2x4 12.57 0.0 73574 5,853 2 KC N/A 074225 H 2x4 2 074225 074225 074225 074225 Remarks Results Reviewed By 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 +/- 8% Pone 03101 Pension 3 E . dMe Dr. 6H7A01 The Inleme on resided en this wort Y prepared far the ex l ere use alive dad. This upon may nut be reproduced in any fonn.t wMhout the mitten permission of the died r+d Ki'ezan & Aisa.4 nrazan a Mssoceaies, enc. sou e - sous o ree[ 1YYY acme 1 uo, muDurn, YYii tfouue, Izoo) uou-couu Project No. 066-06316 Cyl. Code 074364 Pour Date 3/6/2007 Report No. 30607 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. 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.3110,D17, Grade beams K18.2 -10,6 -6.6/J -J.8, J16- 7.7,51G.8-H,61G-H, H/5-7.7,G/5-7.7,5/G-F.3,7/E-F.3,8/E-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. 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. tbs. 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 Cyl. Test Code Date 074364 3/13/2007 074364 4/3/2007 074364 4/3/2007 074364 074364 074364 074364 074364 Remarks Results Reviewed By Design Strength @ 28 days Date Specimens Rec'd. 3/7/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 0.0 53095 4,230 1 MA N/A 28 4x8 1 28 4x8 1 H 4x8 1 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) Form 09101 Revision 9 ERa ive Dat. &Ind Th. Yfomeflon presided on this report 4 prafwed to the .wduwe w of the cleat This report may not b. reproduced SI any format without the written permission of 0r dlenl and Krim a Aesoek Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074388 Pour Date 3/7/2007 Report No. 30707-1 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 Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 12:10 410 775018 Flow 61 51 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. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.Ibs. 940 933 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 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 (gals.) 70 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 @ 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 074388 3/14/2007 7 2x4 3.14 0.0 8271 2,630 1 SW NIA 074388 4/4/2007 28 2x4 1 074388 4/4/2007 28 2x4 1 074388 H 2x4 1 074388 074388 074388 074388 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 Eff.dh,. Dale 5117101 The hfem.rbn provided on ties report is prepared for m. .zauw. u . of the r3en. This report msy rot be reproduced in piny format without the written p.mee.bn of the client and Kraut' f A.sock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyi. Code 074388 Pour Date 3/7/2007 Report No. 30707-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. 006-245 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 86 181759 5-1/2" 60 51 Placement Area Location Grade beams 5/F.9 -G.8, E/8-9, 5/H-J,6/H-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 Com. 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) Otherjoz) 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 @ 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 074388 3/14/2007 7 4x8 12.60 0.0 50182 3,980 2 SW N/A 074388 4/4/2007 28 4x8 2 074388 4/4/2007 28 4x8 2 074388 H 4x8 2 074388 074388 074388 074388 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% raM, 03101 0.evhier, 3 Effective Otte 51120 The Ydunmdon provided on this report le prepared for the e:weniw ors of the dent This report may not be reproduced In any format without the xenon pemesskm of the client and Kram & Assoch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 074392 Pour Date 3/8/2007 Report No. 30807-1 Jurisdiction City of Tukwila Permit No. D06-245 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 Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:15 404 775392 Flow 61 46 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash Ibs. C. agg. lbs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2273 Water Ibs. 460 389 Air 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 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 Rec'd. Cy!. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074392 3/15/2007 7 2x4 3.14 0.0 19208 6.100 1 BH NIA 074392 4/5/2007 28 2x4 1 074392 4/5/2007 28 2x4 1 074392 H 2x4 1 074392 074392 074392 074392 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 Resistor i Effective Date 6M2/0' The ineamslkn provided on ties report Y papered for the etdWve use of the client. This report may not be reproduced In mit foetal,01hout the 'mitten permission ol the diem and Krems a Assoc: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 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 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) 11:00 402 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 Cem.lbs. 940 944 F. Ash lbs. C. agg. ibs.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 (gats.) 70 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. 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 N/A 074390 4/5/2007 28 2x4 2 074390 4/5/2007 28 2x4 2 074390 H 2x4 2 074390 074390 074390 074390 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 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) ram 03,01 Revision 9 Weettw Dab 5l12IO4 The *,mM on provided on this report Is prepared for the axckmive use of tfi. °Sara. This report may not be reproduced In any format without the rotten parneeion of the dent and Krems & Aaaoc& Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 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 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) 12:55 20 181814 4" 62 53 Placement Area Location Grade beams and piles caps 5/1.-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. T 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 Rec'd. 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 3 074382 4/5/2007 28 4x8 3 074382 H 4x8 3 074382 074382 074382 074382 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% Form 03101 RrrMbn 3 Effective Dale 611710.1 The informellon presided art Ns report la pspared for the exaseivr use of the client. This raped may nal M reproduced In cry lomat without the ratan permission of lir disci sod Krazan 6 awash Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074389 Pour Date 3/8/2007 Report No. 30807-4 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 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) (pci) 14:15 433 775817 Flow 63 53 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. Nail! 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. Ibs. 3 Sand lbs. 2309 2307 Water lbs. 460 379 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) 100 100 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 C231 Laboratory Data Design Strength 4,000 n 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 074389 3/15/2007 7 2x4 3.14 0.0 16148 5,140 4 BH N/A 074389 4/5/2007 28 2x4 4 074389 4/5/2007 28 2x4 4 074389 H 2x4 4 074389 074389 074389 074389 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) Farm 03101 Revision 3 Medea Owe 111T/W The idumrtlon pereded on Mk report is pi -spine for the isebeive lice of Owego*. This report may not be reproduced h any roma without the *eaten permission of Ibs dent 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 074385 Pour Date 3/9/2007 Report No. 30907-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. 1)06-245 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) 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. Nai11 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 (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. 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 NIA 074385 4/6/2007 28 2x4 1 074385 4/6/2007 28 2x4 1 074385 H 2x4 1 074385 074385 074385 074385 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% Form 03101 Rwfew 7 affective Dere 5112V01 The Yfonndfon provEled on tNe sport Y prepared for the mclualie um of 0. clime This sport may not be reproduced in ay tonna MA bout the written permission of Or there and Kneen & *work Krazan 8, Associates, inc. 1501 - 15th Street NW Suite 406, Auburn, WA 98002, (253) 939-2500 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 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) 13:55 76 181905 4-1/2" 64 54 Placement Area Location Grade beam 11/C.3 -D, Pile caps D/9,D/10,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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 588 F. Ash tbs. C. agg. lbs.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 C13B 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 074406 3/16/2007 7 4x8 12.57 0.0 53178 4,230 2 KC N/A 074406 4/6/2007 28 4x8 2 074406 4/6/2007 28 4x8 2 074406 H 4x8 2 074406 074406 074406 074406 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% From 00101 RMWinO ElfWhr. Dae S#12.10t Th. Yinnn.tbn provided en nl. report I. pewee for the seclusive u.e Of the denk. Thin report mq not b. reproduced In any kennel without 1,.. widen r«mlcsinn of the dent and Kneen a Aceocb nrazan 64 Associates, inc. 1Dui - 1atn street may butte uti, Auburn, WA 9bUU1, (103) 938-1bUU Project No. 066-06316 Cyl. Code 074391 Pour Date 3/9/2007 Report No. 30907-3 Jurisdiction City of Tukwila Permit No. D06-245 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 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 lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 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 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074391 3/16/2007 7 2x4 314.00 0.0 14435 4,600 3 KC N/A 074391 4/6/2007 28 2x4 3 074391 4/6/2007 28 2x4 3 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 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 Effective Dau 5l1?1M The Nr4snnrebn provided on this report k prepared lor the mcduaire use el the dent. ThY report reay not be rapoduoed In any formal without the mitten pomtssion alive dent and Kaman a Awed Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070004 Pour Date 3/12/2007 Report No. 31207-1 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 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) 9:30 450 776710 Flow 63 51 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. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.Ibs. 940 945 F. Ash lbs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 391 Air Ent. (az) 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 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. 3/14/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070004 3/19/2007 7 2x4 3.14 0.0 15897 5,060 1 BH N/A 070004 4/9/2007 28 2x4 1 070004 4/9/2007 28 2x4 1 070004 H 2x4 1 070004 070004 070004 070004 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 08101 Revision 3 Weave ate 6f12tlr The information provided an this report Is prepared Tar the exclusive use d 8n dad, rnr report may not be reproduced In arty famed without the written permission of 07e client and Keri,, & Assock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070002 Pour Date 3/12/2007 Report No. 31207-2 Weather Mostly 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 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) 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 C231 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 2 070002 4/9/2007 28 2x4 2 070002 H 2x4 2 070002 070002 070002 070002 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 03107 Revision 3 Effective Dae SHTAr The YMommbre prod an Pile report b prepared for Ira exclusive we of the client Ni report may not to rprodueo4 In any fon* rMIioI It. ween permOslon o1 the dont end Krum d A000ck Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070044 Pour Date 3/13/2007 Report No. 31307-1 Weather Partly 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 # % Air (in.) (F) (F) (pcf) 8:05 400 777327 Flow 61 41 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 Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 943 F. Ash Ibs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 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.) 40 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. 3/15/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 070044 3/20/2007 7 2x4 3.14 0.0 19204 6.120 1 BH N/A 070044 4/10/2007 28 2x4 1 070044 4/10/2007 28 2x4 1 070044 H 2x4 1 070044 070044 070044 070044 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) Fenn 03161 Revision 3 Effective D. 5/12/0e The Honnlfen;sodded en this report Is prepared for IM exclusive use of the dant. Thls report may not he reproduced F eny formal *Shad Mrs wren permission of the ;Nerd and Kram d Asad: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070036 Pour Date 3/13/2007 Report No. 31307-2 Weather Partly 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 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) 12:55 400 777669 Flow 62 50 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 947 F. Ash Ibs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2313 Water Ibs. 460 369 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 70 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. 3/15/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070036 3/20/2007 7 2x4 3.14 0.0 18184 5,790 2 BH NIA 070036 4/10/2007 28 2x4 2 070036 4/10/2007 28 2x4 2 070036 H 2x4 2 070036 070036 070036 070036 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% Fern va1o1 r... 3 ER.dw* rate 5n7/04 The Nomrbn provided on this report's prpred for the exclusive use of the alert reds report may reit be reproduced fn any format without the viten permission of the chat and Krazan & Aesoct Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070053 Pour Date 3/14/2007 Report No. 31407-1 Weather Partly Sunny 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 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) 9:20 409 777978 Flow 59 42 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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cm. lbs. 940 938 F. Ash lbs. C. agg. lbs. 1 C. agg. tbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2312 Water lbs. 460 370 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other(oz) Water Added on Job (gals.) 70 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. 3/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070053 3/21/2007 7 2x4 3.14 0.0 17576 5,600 1 SW N/A 070053 4/11/2007 28 2x4 1 070053 4/11/2007 28 2x4 1 070053 H 2x4 1 070053 070053 070053 070053 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% Fenn 0310, n.Wbn 8 Effective Elan xtva The kubrrr*1oa paraded on No report Y prepared far Ma exclusive use of the client. TNe report may not be reproduced in any funnel % About 11.. wren p.rmieebn of the alert end Waxen a Aped, 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 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) 14:05 76 118653 5" 58 57 Placement Area Location Grade beams E18-13, D/7-12,C.3/7-11,8,9,10,C.3-E,7/C.3-D 111E-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. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. ibs.1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 271 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 5,000 @ 28 days Date Specimens Rec'd. 3/16/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070052 3/21/2007 7 4x8 12.56 0.0 51664 4,100 2 SW N/A 070052 4/11/2007 28 4x8 2 070052 4/11/2007 28 4x8 2 070052 H 4x8 2 070052 070052 070052 070052 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% Fortn03101 atrw+on 3 Falcate Date 0111100 The information provided on pie report le prebend far Ore exclusive use of U. dent Thie report may not b. reproduced In arty formal without the rattan peer al ahe dent anal Kriebel & kapok ..I azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 15, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special lnspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, KA No. 066-06316 Permit No. D06 42-5— RECEIVED MAR 22 2001 DCV LOPN 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 6 through March 9, 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. amue . Hyatt 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 df I<.121.Z1I1 &AsSOc1ATES,1Nc. FIELD NO.: 631bDFR430607 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 03/06/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT; Westfield South Center Expansion INSPECTOR: G. Neill LOCATION: Soth Center Mall JURISDICTION: City of Tukwila ICRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 68 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s _(#Idepth') 349/68', 403/78', 401/82' 397/77', 395/77', 392/80' revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR030707-1 For test data. 4) Performed visual inspection of grade beam reinforcing steel grids 5/F.9 -G.8, E/8-9, 5/H -J, 6/H -J, J/5-6 revealed resteel to be complete per plans and specs 5) Sampled concrete and cast I set of 4x8 cylinder for testing reference report # 6316CR030707-2 For test data. 6) While on site performing other inspections this inspector observed that at pile caps at grid N.1(6.8 And • rid V11.1 some of the anchor bolts have been broken off and or bent over showin• Evidence of stress fractures at the threads, these locations should be reviewed by the engineer For guidance for repairs/replacement. Equipment/Asset Number(s): To the best of my knowledge, Me above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications. and regu SuperintendenVRepresentative: Technician: George Nail' Form 150E 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 oldie client and Krazan & Associates. !Krazan &ASSOCIATES, INC. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/06/2007 FIELD REPORT NO.: 6316DFR030607 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 68 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 the following items: Pile caps C.3/10, D/7 and 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, G/5-7.7, 51G -F.3, 7/E -F.3, 8/E -F.3, E.517-9 Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference report # 6310CR030607 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 regut Superintendent/Representative: Technician: George Naill Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use oldie client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Vazan&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 03/08/2007 FIELD REPORT NO.: 6316DFRO30807 CONTRACTOR: Batey Construction PROJECT*: 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: KEG. WEATHER: Cloudy TEMP: 53 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 Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 380/84', 417/84', 456/85', 484/88' bottomed out rig did not reach bearing soil, 391/80', 398/80', 400179', 404/80' 408/83', 350172' revealed piles to be placed per plans and specs and RFI 383 with exception to #484. 3) Sampled grout and cast 3 sets of (4)4x8 cylinders for testing reference report #'s 6316CR030807-1, 6316030807-2, 6316CR030807-4 for test data. 4) Performed visual inspection of pile cap and grade beam reinforcing steel grid line 5/L -N.4 revealed Resteel to be complete per plans and specs and RFI 420. 5) sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report 6316CR030807-3 For test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS Cal WAS NOT 0 performed in accordance with the approved plans, specifications. and regulatory SuperintendenURepresentative: Technician: George Nail' 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. DATE. I'Zra.zari & Associates, Inc. GEOTECHNICAL ENGINEER+NG • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 3/61 7 PROJECT #:0_46.704314 PROJECT kV l/E.21Z L LOCATION: --R2 L KRAZAN PROJECT MANAGER: NDE REPORT REPORTNO.: 3954 CONTRACTOR:-/�--'---- PERMIT NO: - /VA INSPECTOR: _A2SCRANJ_LLY_o WEATHER: INSIDe TEMP: 615°C STRUCTURAL STEEL ig FIELD SHO' WELDING H V.T. Specification no. Standard no r WS D 1.1-96 Table Calibration Standard IIW type 1 it DSC Li MATERIAL ID X U.T. Li M.T. `:__i P.T. ULTRASONIC EXAMINATION REPORT AWS D 1.1-96 /NDE -UT -1 _ W___ Material Alloy C/Weld Joint CJP 7 6 Material Thickness Weld Process FeAie Ref. Dwg/detail ns=near side, is=far side, Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=too. bottom. T & Bf=foo and bottom flan To the best of my knowledge, the abov Superintendent/Rep resentative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 21A-4 215 West Dakota Avenue, Cloves, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 911308 • (661) 633-2200 1025 Lone Pafrn Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 951 12 • (408) 271-2200 123 Commerce Circle, Sacramento. CA 95375 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106. Auburn, W.4 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodrnvale, W.1 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 DATA DESCRIBED IN AWS D1.11 DISCONTINUITY INFO ` PC, MK./ Grid Line O u+ 3 co dLj O o - i c�i a v L9 w ¢ 0 UJ Ul w a w 8Q a . w Z a W o • V IT w _, i d w Z ¢Ziwap ¢ rri I ¢ 1 0 i I C7 I¢ O " a I 0 L 0 W 1 U z ~ y I O z i g o v> I i w ... a U ¢ 2 -x U.Sa 0 iK cc W U d Q U Z o p�p Z W o L-1 UUS Z m a Z ¢ LY - w ¢ w ¢ '_8� 3___3$" L / T ° 1 L 34Si1 i 4 i .– _ — -- — i_ --}— _. L ! ._ L I 1 ±____ L I i Ultrasonic Test (UT) Equipment �_ .....CONFORMANCE OF WORK ... , HOURS Make:KieR SN S'04 QV Conforming Welds 2 DESCPTOUT j ST OT r MIL Transducer: size SN QTY Nonconforming Welds% 1 - 1 1 j Couplant 571 QTY Examined Welds a i 1 1 ? I I I ASTM Test Method: A587 Frequency: .25 MH i To the best of my knowledge, the abov Superintendent/Rep resentative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 21A-4 215 West Dakota Avenue, Cloves, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 911308 • (661) 633-2200 1025 Lone Pafrn Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 951 12 • (408) 271-2200 123 Commerce Circle, Sacramento. CA 95375 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106. Auburn, W.4 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodrnvale, W.1 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 IK121.Z2U1FIELD & A S S O C I AT E S, I N C. REPORT NO.: 6316DFK030907 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/09/2007 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: 54 F Reinforced Concrete Arrived on site as requested by the contractor to perform Reinforced Concrete inspection, in conformance To projectplans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Auger cast piles reinforcing steel cages and tendons monitored Drilling, grouting and placement of reinforcing steel pile #'s (#/depth') 393/77', 396/80.5', 405/80.5', 68/42', 70/43' revealed piles to be placed per plans and specs and RFI 383. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference report # 6316CR030907-1 and 6316CR030907-3 for test data. 4) Performed visual inspection of reinforcing steel for grade beam line 11/C.3 -D and pile caps grid D/9, D/10, D/11, D/12 revealed resteel to be complete per plans and RFI 420. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR030907-2 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 regulato Superintendent/Representative: Technician: George Nail reme 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 ,r -....7e-3-7-= 1<hr aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 15, 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, RECEIVED MAR 2 2 2001 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. uel H. Hyatt 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 Krazan t!a Associates, Inc. 15U1 - 1bin Street NW ,elle lee, Auburn, WA eSUUZ, (1b:5) U38-LbUU Project No. 066-06316 Cyl. Code 074129 Pour Date 2/7/2007 Report No. 26011 Weather 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 Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:25 445 762232 Flow 57 52 Placement Area Location Pile# 172,170,158,165,154,67,43,20,1, & 27 Sampled 13 cyds out of 24 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.65914 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2308 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other loz) Water Added on Job (gals.) 75 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 @ 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 074129 2/14/2007 7 2x4 3.14 0.0 31840 10,140 1 KC N/A 074129 3/7/2007 28 2x4 3.15 0.0 22765 7,230 1 SW N/A 074129 3/7/2007 28 2x4 3.15 0.0 24481 7,770 1 SW N/A 074129 H 2x4 1 074129 074129 074129 074129 Remarks Results Reviewed Byc. Date Reviewed .7 /' 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 03101 RwMien 8 E1tarlNa Dale 517/61 7rta Nonnslbn podded on Via roped M mewed lot tM wetaly us. of the Mani. This Ryon may not be reproduced In any lomat without the waren po u*sbn of the Gawk and Krazan d Assort Krazan il< Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 074128 Pour Date 2/8/2007 Report No. 25058 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06245 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) '11:40 402 763014 Flow 57 53 Placement Area Location Pile# 28,66,153,290,264,230,205,316,292,266,232 Sampled 32 cyds out of 70 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.63674 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 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38 Other(oz) 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 Design Strength 5,000 i 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 074128 2/15/2007 7 2x4 3.15 0.0 18245 5,790 1 SW N/A 074128 3/8/2007 28 2x4 3.13 0.0 27944 8,920 1 KC N/A 074128 3/8/2007 28 2x4 3.13 0.0 20928 6,670 1 KC NIA 074128 H 2x4 1 074128 074128 074128 074128 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% Foran 03101 Revision 3 'Motive Deft 5/12/431 The No mstion provided on Ills 1.pod ;. prepared 1 Ili. sardt.iv. me W the cleat. T1i s report may not be reproduced in my foetal 'it:101001.1M widen permission of 0,e dad aria Karan a Mood Krazan 8 Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 96002, (253) 939-2500 Project No. 066-06316 CyI. Code 074128 Pour Date Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 2/8/2007 Report No. 25059 Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Time Truck# Ticket # 13:55 402 763139 Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 58 55 Unit Wt. (Ad) Placement Area Location Pile# 28,66,153,290,264,230,205,316,292,266,232 Sampled 55 cyds out of 70 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.63674 inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 945 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2316 Water lbs. 460 370 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 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 CyI. Test Code Date 074128 2/15/2007 074128 3/8/2007 074128 3/8/2007 074128 074128 074128 074128 074128 Remarks Results Reviewed By e Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Age Dim. Area C.F. 7 2x4 3.15 0.0 28 2x4 3.12 0.0 28 2x4 3.14 0.0 H 2x4 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 18464 25309 24283 Date Specimens Rec'd. Comp. Tested Break Str. (psi) Set # By Type 5,860 2 SW N/A 8,090 2 KC N/A 7,730 2 KC N/A 2 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 3: Cone & Shear 4: Shear 5: Columnar (Split) Fern 03101 Revision 3 EA'ecthe 0a1e 611204 Te• 6d. m,&n Provided on We Mod re Fr *Pared hr the exclusive use of the alert This report may not be reproduced in any format without the %amen petnitaion of the nerd and Krazan d. Assad Krazan & Associates, inc. 1b01 - loth Street NVV Sulte 10ti, Auburn, WA 91002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074123 Pour Date Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 2/8/2007 Report No. 25060 Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 14:07 71 Ticket # 180569 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 5" Mix Temp. (F) Site Mix Air Temp. (F) 56 Unit Wt. (per Placement Area Location Pile caps 13/E, 13/F.8, 13/G.13, 131J.05, 49 K/6 Sampled 1.5 cyds out of 14.5 cyds placed. Remarks Placed by chute, mechanically consolidated. Please refer to Field Report No.63674 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs.1 1860 1880 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.) 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 Cyt. Code Test Date Field Cure 074123 2/15/2007 074123 3/812007 074123 3/8/2007 074123 074123 074123 074123 074123 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.62 0.0 54555 4,320 3 28 4x8 12.57 0.0 78799 6,270 3 28 4x8 12.57 0.0 70973 5,650 3 H 4x8 3 Date Specimens Rec'd. Tested Break Set# By Type SW N/A KC N/A KC NIA Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed ) 3: Cone & Shear 4: Shear o,m 08101 Redskin Effective Dale 3/12KM 7M i*,m dbn provided on tNe report le prepared for the exclusive use of the tient. Ni report may not be reproduced in any formal without the *Men permisalon of the diem and Kneen a 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) ewep4a11 Hs 1.1.00,614101.1.00, 1114. 14U 1 - 14111 JL11?CJL 17V■ 131.111e IVU, P U2JUl11, TIN VODUL, tLJ. VOV LJUU Project No. 066-06316 Cyl. Code 074142 Pour Date 2/9/2007 Report No. 25061 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 8:40 402 463413 Flow 58 51 Placement Area Location Pile # 166,208,231,263,289,315,168,206,233,265,291,317 Sampled 23 cyds out of 95 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 63675 Inspector G. Nall! 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 2293 Water lbs. 460 391 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) 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 Design Strength 5,000 @ 26 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 074142 2/16/2007 7 2x4 3.13 0.0 22989 7,340 1 SW N/A 074142 3/9/2007 28 2x4 3.14 0.0 26357 8,390 1 SW N/A 074142 3/9/2007 28 2x4 3.14 0.0 27820 8,860 1 SW N/A 074142 H 2x4 074142 074142 074142 074142 Remarks Results Reviewed 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 Relebn3 Maths Dale 6112104 The Inforrnelion dors tled on this npon in prepared fon the =dusk* use of the dent. This report may not be reproduced In any lomat %M 1iout the widen pormltshn of the dent and Kna:an & Assoct ftrazan oi Mssoctates, inc. - lotn otreet nvv ouite -jut?, Iwourn, vv# treuu , (jos) a.se-couu Project No. 066-06316 Weather Partly Cloudy Cyl. Code 074143 Pour Date 2/9/2007 Report No. 25062 ,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 Stoneway Plant No. 14 Site Mix Mix Air Slump Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) 12:45 437 763705 Flow 59 52 Unit Wt. (pcf) Placement Area Location Pile # 166,208,231,263,289,315,168,206,233,265,291,317 Sample taken at 63 cyds out of 95 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63675 Inspector G. Naill 111181710 Reported Batch Data Design Weights Actual Weights Mix No. 10000 10000 Cern. lbs. 940 941 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2293 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 75 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 074143 2/16/2007 074143 319/2007 074143 3/9/2007 074143 074143 074143 074143 074143 Remarks Results Reviewed By,.f.tJ Design Strength 5,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.13 0.0 23368 7,470 2 SW NIA 28 2x4 3.13 0.0 28095 8,980 2 SW NIA 28 2x4 3.14 0.0 25740 8,200 2 SW N/A H 2x4 2 Date Reviewed ) --/7 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revision 3 Effective D. 13l12Me The inlom,.don provided on Ods report is Repined 6r tM suderivs used the deet. This repot may not be reproduosd In any tomerd without the written permission of the dant end Kneen & Assoc* Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) ■ts mall ut rtaav{.Iatca, 1114. IJV 1 - 1.1L11 UII VOL PITT VUlt,v IVU, r\NIJU111, W.% .7UUVL, tLJJ) 0.107—LJVV ProJect No. 066-06316 Cyt. Code 074153 Pour Date 2/12/2007 Report No. 25063 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 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) 9:00 411 764285 Flow 60 44 Placement Area Location Pile#'s 169,207,318,167,157,124,100,155,126,102,7,9, & 11 Sampled 22 cyds out of 93 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63676 Inspector G. NailI Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 943 F. Ash Ibs. C. agg. Ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 70 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074153 2/19/2007 7 2x4 3.13 0.0 21906 7,000 1 KC NIA 074153 3/12/2007 28 2x4 3.15 0.0 26753 8,490 1 SW N/A 074153 3/12/2007 28 2x4 3.15 0.0 26507 8,410 1 SW N/A 074153 H 2x4 1 074153 074153 074153 074153 Remarks Results Reviewed By � Date Reviewed 77 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 Rolston 3 Effective Dal. 5112101 The Idernutlon pfd on this rayed le limbered far 01. .adluly. use of the alert This report may not b. reproduced In any format mahout 0m written permission of the client end !Brazen & Assad rel Lal l Qx P%SSut..ldttla, 1116. 17U 1 - 17111 °tree[ rave ouiie Ivo, Huourn, vv.% voyuc, vos) us -L3UU Project No. 066-06316 Cyt. Code 074160 Pour Date 2/12/2007 Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 26647 Permit No. D06245 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) 1:15 M071 180683 4" 65 43 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 30 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. t 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1532 Water lbs. 334 304 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 074160 2/19/2007 7 4x8 12.56 0.0 60895 4,850 1 ST N/A 074160 3/12/2007 28 4x8 12.59 0.0 82430 6,550 1 SW N/A 074160 3/12/2007 28 4x8 12.59 0.0 85229 6,770 1 SW NIA 074160 H 4x8 1 074160 074160 074160 074160 Remarks Results Reviewed By Q-- Date Reviewed 3 /7 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 EII.dMe 0.1.6112/0 The silo nle0on provided on this report Is prepared for the .xduwe u.* dth. dent. This wort may not be reproduced in any found without 61s mitten permission of the aka snd human & Haack r►razan oa /Associates, Inc. 13U1 - 7otn Otreet rive *Lute lute, Muourn, YYM atSUUL, (L3J) V3V-4311U Project No. 066-06316 Cyl. Code 074157 Pour Date 2/12/2007 Report No. 26648 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 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) 2:00 M135 180691 4-1/2" 63 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 60 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 565 F. Ash lbs. C. agg. tbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1523 Water lbs. 334 304 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 074157 2/19/2007 7 4x8 12.58 0.0 57947 4,600 2 ST N/A 074157 3/12/2007 28 4x8 12.59 0.0 81780 6,500 2 SW NIA 074157 3/12/2007 28 4x8 12.59 0.0 81518 6,470 2 SW N/A 074157 H 4x8 2 074157 074157 074157 074157 Remarks Results Reviewed By . _- Date Reviewed 3' -I? Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 x ASTM 01231 ASTM C780 Other 1 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 03161 Revision Moth.* Dale S12/11r The YAoneslbn provided on this report is prepared for the endwise use of the alert. This report may not be reproduced in any format without the mitten permission of the silent and Krezan A Araaah rel dtdlr of Maautacutra, I1rl:. 1:1V f rum Olt tlCt. 11411111 a71.311.17 1VO, M1.111JUI II, YYM SfOVVL, teao) 2/413,e:)uu Project No. 066-06316 Cyi. Code 074158 Pour Date 2/12/2007 Report No. 26649 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06245 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) 2:00 M135 180691 4-1/2" 63 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 110 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley 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 1526 Water lbs. 334 319 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 12.56 0.0 58262 4,640 3 ST NIA 28 4x8 12.59 0.0 81334 6,460 3 SW N/A 28 4x8 12.59 0.0 84835 6,740 3 SW N/A H 4x8 3 074158 2/19/2007 074158 3/12/2007 074158 3/12/2007 074158 074158 074158 074158 074158 Remarks Results Reviewed By JO__ Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% 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 3: Cone & Shear 4: Shear 5: Columnar (Split) form o01 l Ro delen 9 Ep6diw flats 6113.0 Tfr informedon prodded an bas report N prepared for rho eachnlw use of the trent. This Spat may not be nep,oduaad H any formal without the written permission of the, dent and Kan d Aasod rel hum, oc lissuciiltws, Inc. owl - 13111 otreet iuv ouite "IVO, muourn, vv#' Jouuz, vo3) wav-Louu Project No. 066-06316 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 074159 Pour Date 2/12/2007 Report No. 26650 Jurisdiction City of Tukwila Permit No. D06245 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) 3:15 M135 118334 4-1/4" 61 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 180cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1530 Water lbs. 334 320 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074159 2/19/2007 7 4x8 12.56 0.0 56828 4,520 4 ST N/A 074159 3/12/2007 28 4x8 12.59 0.0 80738 6,410 4 SW NIA 074159 3/12/2007 28 4x8 12.59 0.0 79771 6,340 4 SW N/A 074159 H 4x8 4 074159 074159 074159 074159 Remarks Results Reviewed Bye._ 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% Form 03101 Revision 3 Motive Dab E112.0 The lirlorrostion wended on this report is powered for the exclusive use of the client This report may not M lepoducad in any cannel without the mitten permission of the client and Kraian & Assad: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074154 Pour Date 2/12/2007 Report No. 25064 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-425 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) 14:25 450 764724 Flow 58 44 Placement Area Location Pile#'s 169,207,318,167,157,124,100,155,126,102,7,9, & 11 Sampled 75 cyds out of 93 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63676 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 946 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2318 Water lbs. 460 382 Air Ent. {oz) Other (oz) 37.6 37.6 Other (oz) 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 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 074154 2/19/2007 7 2x4 3.13 0.0 17468 5,580 2 KC N/A 074154 3/12/2007 28 2x4 3.15 0.0 24866 7,890 2 SW N/A 074154 3/12/2007 28 2x4 3.15 0.0 23830 7,570 2 SW N/A 074154 H 2x4 2 074154 074154 074154 074154 Remarks Results Reviewed By Date Reviewed 2 4 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 Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 0:101 Revision a Moan bate 0112/01 The Inlormilion p ovIdd on thk report it powered for the exclusive we dills dere. This remit may net be reproduced In any formal sellout the edger commission d On dere end Kazan & Resod: Krazan & Associates, Inc. 1501 - 'tsth Street NW Suite 1013, 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 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06245 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 5-1/2" 65 45 Placement Area Location Pile caps grids L/6, J/6, F.317, E.516 Sampled 13 cyds out of 15 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 Cern. Ibs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1868 C. agg. lbs. 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 (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 074315 3/7/2007 7 4x8 12.60 34962 2,770 1 SW N/A 074315 3/28/2007 28 4x8 1 074315 3/28/2007 28 4x8 1 074315 H 4x8 1 074315 074315 074315 074315 Remarks Results Reviewed By Date Reviewed 3 - 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% Fan 09101 Aerial al 9 Meths Ode 6112/Or The Hotaslbn embed an We report i prepared br the endueive use Otte client. Thin report bey not bit repaducid iirr any bard without the written permission albs dent and Final it Amick Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074314 Pour Date 3/1/2007 Report No. 30107 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06245 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. 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 D18, E/8, L/9.4 Grade beams 11/B -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. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1863 C. agg. lbs. 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 ' C % 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 074314 3/8/2007 7 4x8 12.58 50886 4,040 1 KC N/A 074314 3/29/2007 28 4x8 1 074314 3/29/2007 28 4x8 1 074314 H 4x8 1 074314 074314 074314 074314 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- B% Form 03101 Revision 3 EeedNs Ode 8117/0I The information pied on tis report Y prepared br the exclusive use of the dent. This report may not be reproduced in wry Found without the written permission of the dent and Krevan & /mock Krazan & Associates, inc. i5u7 mtn Street NW Suite 9Uti, Auburn, WA 9eUuz, (zas) »s9-z5uu Project No. 066-06316 Weather Cloudy/Lt Rain Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 074343 Pour Date 3/2/2007 Report No. 30207-1 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. 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 C17-9.8, 9/B-C.3,B19-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. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 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 (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength YiPt:4c @ 28 days Date Specimens Recd. 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 1 074343 3/30/2007 28 4x8 1 074343 H 4x8 1 074343 074343 074343 074343 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 X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Point 87107 Revision a Effective Date 11112/0,1 The bdom,/bn provided on We repo,, 4 prepared for Ras aookr ve un old* dent. The report may not be reproduced in an format *twat the writer' pami,rion of the agent and Kraran & Parana r\IaLail pl M:aWIJIr LIV , 1114. IJV 1 r.'1u1 AunnI rove ou1LSJ IUU, /11.11.1111 11, VIM VovvL, (LUJJ SPOU LJUU Project No. 066-06316 Cyl. Code 074344 Pour Date 3/2/2007 Report No. 30207-2 Weather Cloudy/Lt 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. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 13:50 18 181574 4-1/2" 55 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 55 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. 564 558 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 253 Air Ent. (ax) 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 YOCO @ 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 074344 3/9/2007 7 4x8 12.58 0.0 55481 4,410 2 SW N/A 074344 3/30/2007 28 4x8 2 074344 3/30/2007 28 4x8 2 074344 H 4x8 2 074344 074344 074344 074344 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Rs Wbn 3 Effec*M. Dale 5l1710' SIM Wertnrbn prorrilei on this report i pawed far the occlusive use of fin dent This nowt may natty' reproduced in any famel without the %MMen permission of tlM dri end !Gamin & Aaaoch 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) nrazan et Associates, inc. 1DUi - tom ,treet NW Tui a lull, AUDurr1, VVA tit3UUZ, ('lbs) y3y-LDUU Project No. 066-06316 Cyl. Code 074345 Pour Date 3/2/2007 Report No. 30207-3 Weather Cloudy/Lt 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. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 15:30 98 118565 5" 54 42 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 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. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. ibs.1 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 (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 i/ @ 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 N/A 074345 3/30/2007 28 4x8 3 074345 3130(2007 28 4x8 3 074345 H 4x8 3 074345 074345 074345 074345 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed—/? 3: Cone & Shear 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Fenn 03101 rterYbn3 Effective dee &17/00 The Information provld.d an ewb report le prepen d for the exclusive oree at the client. Ns report may nal be reproduced in any tumult without the melon pennieeion of the dant end Krum 0 /wood MMINMEIMIEJE Krazan & ASSOCIATES, INNR191007 RECEIVED COMMUNITT DEVELO GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 7, 2007 KA No. 066-06316 Permit Noirnajr7 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 February 22 through March 5, 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. r Samuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 ilk "KraZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: e-' Z2 PROJECT #: O"Cp(p -a G3/(4, PROJECT: 1rresr Fc -0 s�;at# C6A3Tr2. LOCATION: S. CE•r.; `�Q� rn� KRAZAN PROJECT MANAGER: iC •E • G FIELD REPORT NO: 66443 CONTRACTOR: )3? is JURISDICTION: Com'' 1'64Kv-1-. ' L-A • PERMIT #: 0(.0. Nags-, INSPECTOR: G. n/A_C2-4- WEATHER: Pi TEMP: F PFr ',nr eto C", eec5` - . ,gyp. Arc, nil smr5 A5' 9Ccpv-es el, R `TAC cow—a -1"c) ati-AZGO C 657c -17 = v --p o Sys • W =Th c- v— YrLL i.\ Te,c5P6C1 -+-% }26V2tc!.,) LJ-a_gD'=.Mr O V=.51 -411L -Z045'PEcVX: 1- e +' Prtc Chan 1 G2 -Ane Ftrr‹reet, 42fl A-- Cit0 - 12- Q Cj/iz. 43/13 .0-N(E4 BE Go,,,Pe Pre- 045 r' S /IFS 14. g2E) 3� s - pz Es>rct2-t<; ; F2. "xTra-.- s r 17/ 5 r_s '9) q ' Gc; s Fc wc6 Cg --46' S 2-MCP19 -- 24R6 ¶ 2 -7w AAM ?etc..) En Nis si" A L -r,,SPFc7rz�..-1 UP N 0 E4-5 Base c h m Co -re) 13/3lo Q /3}_'.Jt' ftrFc ze Sc) ESI.1x, a � � 7, to e ►3/J, if( If * ( ,&5 Tara- c 15 ,�.0�r l 1,52 9, Fr" 6a 064Q, -5K t --02z.0173 7 Equipment/Asset Number(s): To the best of my knowledge, the NOT performed in accordance with the approved plans, specifications, and regulatory requirernlie& Superintendent/Representative: !.`ril Frtfd Rer,,r d�+r Technician: Serving the Western d States Revision 1 Effective Dine_ 32f115 T1te mformatiun pruvrded on ihis rrrxnt is pre1 .urd tur the exclusive u,e of the client This rep+m may nut !,r reprrnInced in an, format ,vahuur the written permis+wn of the .;Bent uni Krnran & s s� Krazan &ASSOGIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 02/23/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Both Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFRu22307 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: PT. Cloudy TEMP: 39 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 elevator pit walls grid J.10/8 and elevator pit slab on grade grid 12.6/J.13 and grade beam grids G/7.6 to 9, F.7/12 to 13, G.9112 to 13, J/12 to 13 Reinforcing stee Revealed resteel to be complete per plans and specs. 3) Sampled concrete for testing and cast 1 set of (4) 4x8 cylinders reference CR# 26686 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 regulatoy Superintendent/Representative: Technician: George Nails 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. ,--M3-""at ikr aZ & Associates, Inc. GEOTECHMCAL ENGINEERev,r • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2- 27-07 PROJECT #: a'"JG31Co PROJECT: 4E,55F12E«a LOCATION: M )a �-�- KRAZAN PROJECT MANAGER: )< .0 -Ca - FIELD REPORT NO: 66449 CONTRACTOR: Sp JURISDICTION: ez71.A. PERMIT #:!h ofp 21/5" INSPECTOR: ,I�ljZc� WEATHER: C/.*t„a,,� TEMP: lig of RE bQ eG- ' G,,.rc Iii re, . Aegm.vg-c z,-/ SzTi A s P-. s ED �� -11-1G Co14e714_ Tn PZersr4FcE� r>r,rc12, dZrr+ r_ ? 0.7 Fe -57 ptisr-•rs SfG4S • M (AIM TJ4 C.e11.1-14e:TIOI tiC4C,E \ TA✓rfei'T -nr y �'✓ ZFt} pzAAds- P A'+.Ee kirs3e,A t _ �'.�rsf?��l :a a Prig' CA.P R� x,/F C� vt S TELL C�ei )"(/s /4(6I6•gfT1 G/l f i ,eql- A!„i C^szPa6 7WJEC l�iG 5TE"EL LzA/Es -rig-9/ WI- 9 / )9/ - -TA `/� _�•� RENtEActro RssT . 'Th & Cay.-iS'e rrg .?67- P.L. iALtd P S6s `3J SAr.P c4t, e ca S Aare C,4 51� ) 4 T e c HYD 4/A.-La/elrAii ,C TFs7�".vG tP=Fe-7z.8►/(E CI¢- 71,20 q TES DSA - Equipment/Asset Number(s): To the best of my knowledge, the a Superintendent/Representative: • WAS NOT performed ri accordance with the approved plans, spec 1501 Field Rep00 r, Technician: flans, and regulatory requirem. Serving the Western Uni , - tater Revision 1 Effective Date 1..5,115 The nhIrmahi n -,rnv-uied an this rrlu>n IS ptrn«rra for the ettelusive use .,f the .tient. Th., repo,, may not hr repnxhu ed in am format vtthnut the written nenni+oon i,f the :Gent and Krazan 3: 4socunrs. Krazan&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 02/28/2007 FIELD REPORT NO.: 631611 R022807 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Roth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: PT. Cloudy TEMP: 45 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 Pile cap reinforcing steel at grids L/6, J/6, F.3/7, E.5/6 revealed Resteel to be complete per plans and specs 3) Sampled concrete and cast 1 set of (4) 4x8 cylinders for testing reference Report # 6316CR022807 for test data. Site Observation 1) While on site for the above inspection this inspector observed that the GB1 grade beam at grid 9/J to J.8 that was placed at approximately 1530hrs on 02-27-07 had been beatified against And that the vibratory roller had driven over it and has fractured the corners off in some locations Portions of the broken off concrete were a little larger than a fist. Notified contractor that engineer Review is required. Prior to further acceptance. Time of observation was approx 1345 hrs today EquipmentlAsset Number(s): To the best of my knowledge, the above WAS ®! WAS NOT 0 performed in accordance with the approved plans, s Superintendent/Representative: Technician: George Naill cations, and regu Offices Serving the Western Unite % States vito 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. IKrazaii. &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/01/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316E411030107 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 38 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 pile cap and grade beam reinforcing steel grids 5/J -K, D/8, E/8, U9.4, 11/B -C, 10/J.8 -K, 12/J.8 -L revealed reinforcing steel to be complete per plans and specs. 3) Sampled concrete for testing and cast 1 set of (4) 4x8 cylinder reference report # 6316CR030107 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, specifcatigns, and regul Superintendent/Representative: Technician: George Nail' Offices Serving the Western United Stat Font 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 oldie client and Krazan & Associates. KraZan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 03/02/2007 FIELD REPORT NO.: 63 t 6DFRO3O207 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: J1 +F- • WEATHER: Cloudy, Lt Rain TEMP: 43 F Reinforced Concrete Arrived on site as requested by the contractor to perform Reinforced Concrete inspection, in conformanc€ To project plans and specs. 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile cap and grade beam reinforcing steel grids C17-9.8, 9/B -C.3, B/9 -C/8, Pile caps B.2/7, B.2/8, Grade beams U10-12, 11.1/L -M.3, 12/L -M.3, M.5/10-11.1 Revealec Revealed tha resteel was complete per plans and specs 3) Sampled concrete for testing and cast 3 sets of (4) 4x8 cylinder reference report #'s 6316CR030207-1 thru 6316CR030207-3 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, specifications, and regulatory we SuperintendenhRepresentative: Technician: George Naill 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. azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 3- S' �7 PROJECT #: OUP- 06.3/6, PROJECT: VI sTFxsLO S FIELD REPORT NO: 66455 CONTRACTOR: .13I.LE1 JURISDICTION: oS PERMIT #: D 06 -Z'(S LOCATION:5, C 7'GG re)4j.J INSPECTOR: G, r,l)Nx KRAZAN PROJECT MANAGER: Y.Er r • WEATHER: PT C-LotAac TEMP: c 7 o F 1-&(7.Clams t iv G32 -S! F Pas -r (E o Q n/ Sz Tr 4 c .4- -11) ?Er forts. REzr,czexun 33, Sere- .7 - - , a,.9t oely- r� rer6 Pg. --)6c177 PLJ -s SPP CS fr c7 4- `Tc) 1 7Fi r dlise Z-ty,, S f-Eex' Ew' ?L p is 3TFIL�'- t50 +SSL,/ =r.i e.5 -e '2 -J of, S=r•goeCre-.,.(7 SJ'FFC 1020 eA eck E�/off &/i MLA 54- r35'or 13%- — a - tY1,3 )1 • )7e fa_ 7-6.rfiAzo {« PL P Pr PFS- }PLUS f SPA' c3 9 p..g c..r.,ric., KytL t r2Poch Fag— CQ -et Equipment/Asset Number(s): To the best of my knowledge, thea '' / WAS NOT performed in accordance with the approved pion,specifications, and regulatory requirem4g Superintendent/Representative: 1501 Ftrlrf Hrlmrr_dn Technician: Serving the Western United" ates Revision Efferrr.e Dates 5/55105 The information prorIded un This repot e. perNred for the etcluiive use of •he _Genf This report rnav not be reprr>,tueed in of:, format withtmt the *rnren perIeision of tate cheat and Krarm t Aisoclines i • DATE: f ea.Za1 & Associates, Inc. GEOTECHNICAL ENGINEERIN ; • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 3_s--6� PROJECT #. 0Q6 -t PROJECT: 3' Wcarilei3- ean'ier LOCATION: S , 04,44 ( /►'`.(f KRAZAN PROJECT MANAGER: K Cer \k-Ob3A\,„ FIELD REPORT NO: 6 5 8 7 9 CONTRACTOR: eet_atej 0614 JURISDICTION: 0, '4 or fa kfi " PERMIT #: Pdg- ZYS` INSPECTOR: ky/g /Ivry WEATHER: efts( TEMP:s—T° r„ f t e/r Pri So cti Reputed P' i Pcriaariz {k r. y.ccia 040- fs-irPe erohir.- Plop, /0 Carcrtk i 'k Lae/ 0/40° , 'loci- 04 it fin•[k' oral. ( I Pre(04.cl f/, irAl br+yl 1t1J SCrAe . ntrA t./4$ pracLl }ems (4,dige-4r- Pr- 47: r`-: % ` 6 s QAd OO GLlJJ1d //6 JG 0617 ahe7R (,,,tif.( Q F)61 Kt- S1tt t O c Iktirl $ v11'4 114 t4 Fir Fi i4 ft 509.c.'5 Equipment/Asset Number(s): To the best of my knowledge, the above NAS 4M/AS NOT performed in accordance with the approved pla Superintendent/Representative: 15411 Field Reporr 4414 Technician: ecificatiors, and regulatory resufre Serving the Western United States Re 6,11114 I EFtecrr.e 1) r 572501' The in tnrmetinn provided •m thi, repiirt u. prec.,red for the etc&tnive 4.141 orf $e client. This report may 9131 he reproduced in Jnv rnrm.a .wthn1l rhe writtrn permi,ian nt the client and Kraznn j�Y'�Zdl"1 &ASSOCIATES, INC. RECEIVFD MAR 1 9 200?. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER! MMMUNm. CONSTRUCTION TESTING & INSPECTION OPmeir March 8, 2007 KA No. 066-06316 Permit N Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mail 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. Samuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite I01 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break I%I 4L411 N ncc,J e,4LV0, IIIY• 4J6.1 1 — 1JIS 1 .01017,1:11. I WT VM1100 I WO, AYY1.1111, I' Wel , tiJYr aYa-,cJVY Project No. 066-06316 Cyl. Code 074051 Pour Date 2/1/2007 Report No. 25112 Weather Clear 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. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 17:15 M069 180216 4-1/2f1 59 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 20 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. Ibs. 1 1860 1868 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1520 Water lbs. 334.5 292 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 074051 2/8/2007 7 4x8 12.56 0.0 48956 3,900 1 KC N/A 074051 3/1/2007 28 4x8 12.57 0.0 82384 6,550 1 MA N/A 074051 311/2007 28 4x8 12.57 0.0 79300 6,310 1 MA N/A 074051 H 4x8 1 074051 074051 074051 074051 Remarks Results Reviewed By f 4 Date Reviewed -7— (2 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 EI.A►v/ D. Pati. The Information provfaed an thk resort Is prepared for the exclusive use of the client. This aped may nal he reproduced in any format nNMut 1M mitten permission of the client end &lawn G Assock ..+Mi+er1 1u1'.. 1JV 1 ' 1.'111 40UGCI Ir1tt',UIIe 1VU, Pr1UL1U111, VVN VOW/4, [SU.") thIV.ZUVV Project No. 066-06316 Weather Clear Cyl. Code 074052 Pour Date 2/1/2007 Report No. 25113 Jurisdiction City of Tukwila Permit No. D06245 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 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:45 M092 180223 511 60 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 62 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. 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 1508 water tbs. 334.5 281.4 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. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074052 2/8/2007 7 4x8 12.56 0.0 42986 3,420 2 KC N/A 074052 3/1/2007 28 4x8 12.57 0.0 73878 5,880 2 MA N/A 074052 3/1/2007 28 4x8 12.57 0.0 71545 5,690 2 MA NIA 074052 H 4x8 2 074052 074052 074052 074052 Remarks Results Reviewed By Date Reviewed ?` / 2` 07 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 0780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Poen03101 Redefnn 3 Effedtlw CIO 511210' Ttr lnfom+emn provided on this meati. prepared for the exclusive use of the dent. This report may nol he reproduced In any lormat without the eaten permission of Me oiled end Kazan a Aimed 6 I M.-MII M r,o.a./V1 GI LVO, 1114• wv 1 - 1.1111 .ati vat lir■ AUIW IVO, M11u111II, VVA VOUVL, t[OJJ VOV-LODU ' Project No. 066-06316 Cyl. Code 074053 Pour Date 2/1/2007 Report No. 25114 Weather Clear Jurisdiction City of Tukwila Permit No. D06245 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) 2:30 M001 118306 5" 54 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 113 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564.5 F. Ash lbs. C. agg. Ibs. 1 1860 1860 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1506 Water lbs. 334.9 319 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 074053 2/8/2007 7 4x8 12.58 0.0 42224 3,360 3 KC N/A 074053 3/1/2007 28 4x8 12.57 0.0 80443 6,400 3 MA N/A 074053 3/1/2007 28 4x8 12.57 0.0 80133 6,380 3 MA N/A 074053 H 4x8 3 074053 074053 074053 074053 Remarks Results Reviewed By , Date Reviewed 3— (12— 67 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 Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Forth 03101 Revision 3 ENecdre Dere 5112/04 The Irllorreetfon prodded on this report is prepared far the ptl•mive US. of th. cli.nt. The Arpad may not be reproduced d1 any formal aNinout the wrNtan permission Odle cent and Waren d Mooch •VV 4 VW.. M.•...1.• •••• VM• 4... •VV/ fl4PJY• 1r, •• !'l Project No. 066-06316 Cyl. Code 074057 Pour Date 2/1/2007 Report No. 26006 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-425 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 Time Truck# Ticket # 12:45 409 759626 CYLINDER REPORT Plant No. 14 Mix Slump Temp. % Air (in.) (F) Flow 64 Site Mix Air Temp. (F) 47 Unit Wt. (pcf) Placement Area Location Pile#'s 336,314,288,201,151,121,75 Sampled 23 cyds out of 35 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFRO20107 Inspector G. Naill sieleMenalt 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. 2308 2310 Water lbs. 460 379 Air Ent. (oz) Other(oz) 9.6 Other (oz) 37.6 38 Other (oz) Other(oz) Water Added on Job (gals.) 90 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 074057 2/8/2007 074057 3/1/2007 074057 3/1/2007 074057 074057 074057 074057 074057 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Area 3.074 3.14 3.14 C.F. 0.0 0.0 0.0 Max. Load 19392 27691 30537 Comp. Str. (psi) 6,304 8.820 9,730 Date Specimens Rec'd. Tested Break Set# By Type 4 KC N/A 4 MA N/A 4 MA N/A 4 Date Reviewed _ Z—c 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 Re tsbn 3 EtrectNe Date 6lt2I0 The kdomidbn prodded on this resort is prepared for Me encasing use of the disrd. This report may not be reproduced In any format wOhout Ihe within permission of Oa mil end Krazan d Aseook Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074076 Pour Date 2/2/2007 Report No. 26007 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06245 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) 14:45 135 180294 5" 57 48 Placement Area Location Pile's 11.1/J,05, 11.1/G.9, 11/F, 12/G.9, J/12 Sampled 19 cyds out of 21 cyds placed. Remarks Placed by tailgate chute Please refer to Field Report No. 63671 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 559 F. Ash Ibs. C. agg. lbs. 1 1860 1852 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1536 Water lbs. 279 30 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 Cyl. Test Code Date 074076 2/9/2007 074076 3/212007 074076 3/2/2007 074076 074076 074076 074076 074076 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 12.58 0.0 48699 3,870 BH N/A 28 4x8 12.54 0.0 69682 5,560 KC N/A 28 4x8 12.54 0.0 72351 5,790 KC N/A H 4x8 Codes for Break Types: Date Reviewed 2— lz — 07 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% form 03101 Revl.lon 3 Effective D. 5/1211), Th. Information wedded on this report is Revered 1nr its actu i.V we of tM Client This repots may not M reproduced in any format wm,o t the glen ammissfon of the dived end Krazen A Assocs Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074041 Pour Date 2/5/2007 Report No. 26008 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06245 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# Ticket # 13:25 132 180342 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-1/2" 61 47 Unit Wt. (pet) Placement Area Location Pile Caps 11/E.6, E/12, E.7/12, F.4/12 Sampled 5 cyds out of 10.5 cyds placed. Remarks Placed by chute. Please refer to Field Report No. 63672 Inspector S. Taylor, Jr. 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 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 074041 2/12/2007 074041 3/5/2007 074041 3/5/2007 074041 074041 074041 074041 074041 Remarks Results Reviewed By Field Cure Codes for Break Types: Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.23 0.0 60639 7,410 28 4x8 12.59 0.0 82787 6,580 28 4x8 12.59 0.0 83723 6,650 H 4x8 Date Specimens Rec'd. Set # 1 1 1 1 Tested By KC SW SW Break Type N/A N/A N/A Date Reviewed 3` (2 — 0-1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Iv 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 Pandalon 3 EIfKWa Data 5I17.1Or The information pmvtl.d on Ns sport is prepared for the exclusive um of the dant. TNs report may nal be reproduced in any formal Minna the .viten permission of the dent and Krazan & A,so, nrazan i5. Associates, Inc. 95u1 - 15tn btreet NW butte tub, Auburn, WA tWIA12, (Zb3) 939-15UU Project No. 066-06316 Cyl. Code 074043 Pour Date 2/6/2007 Report No. 26009 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. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 13:17 78 118312 4-1/2" 56 52 Placement Area Location Pile cap and grade beam 10/K -M.6, L111.1 & L112 Sampled 15 cyds out of 81 cyds placed. Remarks Placed by boom pump Please refer to Field Report No. 63673 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1850 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 269 Air Ent. (oz) Other (oz) Other loz) 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 0138 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 074043 2/13/2007 7 4x8 12.51 0.0 51138 4,090 1 KC N/A 074043 3/6/2007 28 4x6 12.53 0.0 83043 6,630 1 SS NIA 074043 3/6/2007 28 4x8 12.53 0.0 83984 6,700 1 SS N/A 074043 H 4x8 074043 074043 074043 074043 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1 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% Foran 03101 Revision 3 Effective Dole 5117/04 The Inionnation provided on this report is prepared for 11,. exclusio, use of the client. This report may not be reproduced in any formal redhead the written permission of the client and Kagan & Assoc nrazan eeAssociates, Inc. low! - lotn btreet NW bone 9Ub, Auburn, WA VIRIU"L, VW) y49"L9UU Project No. 066-06316 Cyl. Code 074092 Pour Date 2/6/2007 Report No. 26010 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06245 Project Westfeid 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) 14:58 135 180444 5" 56 52 Placement Area Location Pile cap and grade beam 10/K -M6, L/11.1 & L/12 Sampled 65 cyds out of 81 cyds placed. Remarks Placed by boom pump Please refer to Field Report No. 63673 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1408 Water Ibs. 279 262 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 074092 2/13/2007 7 4x8 12.51 0.0 59465 4,860 2 KC N/A 074092 3/6/2007 28 4x8 12.53 0.0 84255 6,720 2 SS N/A 074092 3/6/2007 28 4x8 12.53 0.0 81705 6,520 2 SS N/A 074092 H 4x8 2 074092 074092 074092 074092 Remarks Results Reviewed By L i Date Reviewed 7_ / Z - 0 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% F=103101. Rwision 7 effective Dale 511Z'0r The YAomxRW0 provided on Mia report a peered for 0. esdu.Fre use of the dist. This report may not be reproduced In any formal without Ore wt*en permission of the client and Krazan & Amok . w.•••••M.• M r\VVVV.M••VV, •• U. ivy 1 - 11,141 J14 00. /! ■! JMTALO 1161V, r1YUU111V V VL, >(AJJ f aJ.7-LJV V Project No. 066-06316 Weather Partly Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074247 Pour Date Jurisdiction City of Tukwila 2/22/2007 Report No. 26679 Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:15 18 Ticket # 181157 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 511 Mix Temp. (F) 63 Site Mix Air Temp. (F) 51 Unit Wt. (pcf) Placement Area Location Pile cap & grade beams, grid 10 -12/B -C 12-13/B & grade beam 12/C to 131B Sampled 25 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs. 1 1860 C. agg. Ibs. 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 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 074247 3/1/2007 074247 3/22/2007 074247 3/22/2007 074247 074247 074247 074247 074247 Remarks Results Reviewed By Field Cure Design Strength 4,000 @ 28 days Age Dim. '7 4x8 28 4x8 28 4x8 H 4x8 Max. Comp. Area C.F. Load Sir. (psi) 12.57 46239 3,680 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Specimens Recd. Set # 1 1 1 1 Tested Break By Type MA N/A Date Reviewed . ` 2 —Cr? 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 R., of 3 Effective D. 671?/G The hnbrmstkin provided on 0W resort is prepared for the exclusive use of the client. This repod may nor be reproduced in any fonr1M wtlwut Me written permission o1 the dent and Krazan a Aasodi 14,1 i1LU.I IkA /4.0•7410,6•4413,11170, 1114. 141/1 - 140.111 %//IOM Mr VYILG 1VV, MYL1M111, ■ley �LJJ� .7Ja-LJYY Project No. 066-06316 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Cyl. Code 074245 Pour Date 2/22/2007 Report No. 26680 Jurisdiction City of Tukwila permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:35 21 CYLINDER REPORT Ticket # 181159 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4-3/4" 64 51 Unit Wt. (pcf) Placement Area Location Pile cap & grade beams, grid 10-1216-C 12-13/6 & grade beam 12/C to 1316 Sampled 58 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cam. Ibs. 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 (gats.) Actual Weights 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 Cyl. Code Test Date 074245 3/1/2007 074245 3/22/2007 074245 3/22/2007 074245 074245 074245 074245 074245 Remarks Results Reviewed By Codes for Break Types: 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 51836 4,120 2 MA N/A Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- B% 2 2 2 Date Reviewed 3 - 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 03f01 Revision 3 Elective Date 5/17101 The Information provided althea report Y impaled for the 4140Alihre use of the clsrt. This report may not be reproduced in any format without the rotten pemdeelon oft the alert and Krxan & Meow 1 1 141•6111 M n C ..II 4WO, 111V• i YYr - 1 JN 1 VN WW1 111I• II.13 1 WU, ANNU111, WV" .7 VVVL, `R.JJ1 U.LJUU Project No. 066-06316 Cyt. Code 074260 Pour Date 2/22/2007 Report No. 26681 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06245 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) 14:22 18 118487 41? 63 51 Placement Area Location Pile cap & grade beams, grid 10-1218-C 12-13/B & grade beam 12/C to 131B Sampled 123 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Naill Reported Batch Data Design Actual Weights 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 (az) Other (oz) Other (az) Other (az) Water Added on Job (gats.) 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 074260 3/1/2007 7 4x8 12.57 53285 4,240 3 MA N/A 074260 3/22/2007 28 4x8 3 074260 3/22/2007 28 4x8 3 074260 11 4x8 3 074260 074260 074260 074260 Remarks Results Reviewed By Date Reviewed 3 - lZ 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% Furor 03101 Revision 3 Effective Deb 6112101 The in/emotion provided on this resod it strewed for the exclusive use of Els client This report mry not be reproduced in any tonna without the Written perinkslcn M the silent one Ktsure 6 Macs+ •-•raw.• M 1,•••••••••••••••••4 WI/ Y1 eI IV. IVV I - I WWII V\I 4Y\ I eels , ILLVV1 i/Vi/-LVVV ' ProJect No. 066-06316 Cyt. Code 074259 Pour Date 2/22/2007 Report No. 26682 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06245 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) 14:57 21 118491 5" 63 51 Placement Area Location Pile cap & grade beams, grid 10-1218-C 12-13/B & grade beam 12/C to 13/B Sampled 158 cyds out of 200 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibrator. Please refer to Field Report No.66443 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. Ibs. 564 F. Ash Ibs. C. agg. lbs. 1 1860 C. agg. Ibs. 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.) 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074259 3/1/2007 7 4x8 12.57 45345 3,610 4 MA N/A 074259 3/22/2007 28 4x8 4 074259 3/22/2007 28 4x8 4 074259 H 4x8 4 074259 074259 074259 074259 Remarks Results Reviewed By r.,-- Date Reviewed .3 lZ — o—t 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% Form 03101 Revision 3 Effective Pets 5112/04 The Normaflon provided on lhis report le prepared for the exclusive use of the tient. This report may nod be reproduced harry brunet wl0,wf the written permission of the chard end Krum' d Issoct Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074259 Pour Date 2/23/2007 Report No. 26686 Weather Partly Sunny Jurisdiction City Of Tukwila Permit No. D06245 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) 12:40 M092 181243 5" 57 39 Placement Area Location Elevator pit walls J.10/8 Elevator pit slab on grade J.13/12.6 Grade beams G/7.6-9, F.7/12 -13,G.9/12 -13,J/12-13 Sampled 13 cyds out of 27 cyds placed Remarks Placed by grout pump mechanically consolidated by H/F vibration. Please refer to Field Report No.6316DFR022307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 1600 1600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1524 Water lbs. 279 30 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 074259 3/2/2007 7 4x8 12.54 45260 3,610 1 KC NIA 074259 3/23/2007 28 4x8 1 074259 3/23/2007 28 4x8 1 074259 H 4x8 1 074259 074259 074259 074259 Remarks Results Reviewed By �yL Date Reviewed -' �2 7 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% Farm 03f01 Revision 3 Effective Date 5/12/Or The Information provided on this report is pre,ered for the exclusive use of Ore client This report may not be reproduced h sit, format without the neaten permission of the dent end Ewan & Aseock 1 ,i an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 13, 2006 KA No. 066-06316 Permit No. D06-245 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter RECEIVED Seattle, WA. 98188 I`JAN 17 2007 RE: Special Inspection COMMUNITY Westfield Mall Expansion DEVELOPMENT 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 December 6 through December 1 I, 2006. 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. Samuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 Mr azo. & Associates, Inc. GEOTECI-INICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 4 4 5 8 DATE: /Z -to -13(+ CONTRACTOR: SA' SAVLE.Li CDPer. PROJECT #: Vote- &Sao JURISDICTION: crqto g "jwK,�.r tom, PROJECT:W 6s zeuo cer+ha- E,cP. PERMIT #:A/pa(c,-Vis- _ LOCATION:Som:0M CE,/ 2.. tv)" INSPECTOR: (', ..x.xt,L KRAZAN PROJECT MANAGER: K..E.G. WEATHER: [,[tavnor. TEMP: SZ`F AA= tis.- GO-criev PaLas AnAltzeliE=> imr4 - 5r76 As • iZII)vssT's a h -nog Cis.,--autenrz- -Jib PE-oe" 04=Y -5"J GRawX' S'DLE Co..era.t., 6 7 , , Piers p' 5P6cs . rn,57 W2714 --r=,,7A2 A Ybzzr ?xLes T 43e D6Z2 V P) • ?are vas1i:- =nrS Tlo,f e R6r 'aecr...G 5376 C.tGEs g� T -a r•�S> nrxe) DRQ rB�.6 -92, P cs>~►47. ai r �a�c.� A•• p&mss 2.3S/ 2.37, 27 /;213 � 239) 2y1)274 ,211(! ZHK, 21S/ .2.40111, 2-11 Z13/ 2f? 249 f Z'L1„ isvEicz ?3-1.05 T`o SEsi*AGAC--a pet_ Mars ,' S ge.S. 3� Il—' a, -.p z -e _ ► , 1 $ E r 0, y air 1.Z-' S Apo.. --a6 Rxt 2tafl?1 irer.. s ►7Th. y, Mrn1 as.‹.6 D12,TrYsN [-sae's ?ZL.6 'DAi A s} -rr .LSA' , /2 -6- at. ram Prete DANA . Equipment/Asset Number(s): To the best of my knowledge. the abs/ WAS NOT performed in accordance with the approved plans, specions. a • -.uiatory requirts. Superintendent/Representative: 1501 Field Reporr.dar. Technician: Serving the Western United States Recision I Effective Dare: 5i25/U? 71,,. •P., r.+1.e4,n nr.vidrrl rz1•1114rvr :Ise of the :hem. rhi. ret*,n mar :tat hr rrnmAiccrd n rnv ri+nnat without ,he written vennIrrtr'n of the rlicnt and Kraran ,/r ...Deuce>, a.Zan & Associates, Inc. GEOTECHNICAL ENGINEEERINC- • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12-7-o4 PROJECT #: ektoto-'O6,3 t to PROJECT Imes x-Rcia 5. CEaTea- Ext) . LOCATION: S. CGA M AL t— KRAZAN PROJECT MANAGER: IS -.6• G FIELD REPORT NO: 6 4 4 5 9 CONTRACTOR: apLE> Ce." JURISDICTION: • co -7''1„ ytu,,r-L-p PERMIT #: 1] o [Q INSPECTOR: cv„r/pgsL WEATHER: PT ,S�n/'ivll TEMP:3-DP DA y J Gtt. Zir2ss A a5.V.-g. os CrtZW.r%15"s7 » 43h T7-6 g(2 -P47/1"0"---- Th). -MY (P.rxE • Mr5P6erx00(, J Co r - A,.rt 9 -PG Pact: 1P r ' c•gr e _ Pgag42 ••-ga -mrsP, Re rofc-rwtp st6Fe- CaG85-4' 7 rrrow• , 060 D G 4' G(2...-'C"t> Arlo 5611T-rG 9-45.r7 c_ 22,312.21 2174. 9 r r` 1 •f! 2,7-1 Zo 9 3 191 72-1-1 3 2q1 313 2167 31 a f 225 22-9 1-6,rs Ai.sn .P. c.a s ,✓sTA1•ts.0 Ply PEP. -,s- -eP S62scs -7/ eRFZ 31(3 5E6 i 3, Dr+•P7.r✓G bpi y -rG ,?. rc "32-4( XL -e kr-0:+S 'Di tr6.a 174a.i*.-GH 43A,-12.3 Sita :Dam P.r#E, C h i A rE","G ariotrriG. Pali y-rpj Fvzst waw G� As WEt-`7 Rtte 75 - Ge.7a El Ptr-'r`. .50.0•PLE Tis44rJ Gt4r:�7 [ S67 LI - im Cyvrrcs J2EV6'+ s C.2 2c,,o71 F24- cs DATA • 5) RtScePar Di-TA/Z(4 6aot PDOM. SREC i s ,9:o inn 12, :7-0e. 1 Para 9p• Equipment/Asset Number(s): To the best of my knowledge, the aba - WA'f WAS NOT performed in accordance with the approved pians, specifications, and regulatory require Superintendent/Representative: Technician: Serving the Western United States 151i1 Fielr! Rep,r .•lo< - Revision i Effective Dale: 5r25/1l The mG rrnannn thin .etwn is m•^ ved far the t -(III , e u.e of the .•lienr Thi> reni,rt inav not hn renn.Suce l in Inv fnnnat .vtthnnl the •.vritlnn oennr.:n.r 11'he _]lent and Kr.iran .4 As.x.iact,, •z�I(razari & Associates, Inc. GEOTEGHNSCAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12-� a� PROJECT #: tsCo& CO3/(0, PRai ECT:I.r6 LOCATION: S. CSr/We— MA LL- KRAZAN PROJECT MANAGER' 1G.E•G • CONTRACTOR $ FIELD REPORT NO: 64460 V. JURISDICTION. c TL. Tv�Kw��A PERMIT #: •006 - INSPECTOR: G, WEATHER: ,0/A TEMP: grit— P 4.-az-8, r J S=TE AS )26 -qv -a -me Zp c7ro'- 7 'ap1,--, i zrs,3 C argi t -Pgc rr—J G.. c� fir,rts-J7 Pew St r.S, u) 4 c.,a - vim-&.` 'Pr/6 J D x3c - PArve9 . 2, P6& zi.e.t o Y=Se.44-1.-- =ft/SPEG 0,—, .g6r'x✓r.=. 5T664-_ CAGES 7'6 iz' e S pa 'pdtc Diezr 1Friva GQ,-r� G CSS ?Tie 33 / A 3121 SIG) 220) Zt O 3-03 Rc4ep16o QtL- s TQ £ Puscco P?c -0 5696-c5 7t, arm -It 313 . 3� GGtr—�.•►`� pr -.41.0 e+res,-& 1 era -5b `1- 21.`af C t- -tg s CAA Us -WI Fo "IVT7 .07437-17• Cf33ZZ AS. L CG S -57145? -Gs Piew G -G- w' ext -L D,es 73 5 A66.1)fZ-sa 7 L' SC- o F Equipment/Asset Number(s): To the best of my knowledge, the oboes WAS NOT performed in accordance with the approved plans, spe Superintendent/Representative: 1501 Fall Rrpon.dwr Technician: Serving the Western Un States ulotory requirers. Re. Lion I Efl?cn vt batt'. 5/ JI) • 6,nn a on rni>r •hr s,rsrtrn n.•mu„irrn tt :he .-!irm Mitt Kr.✓:rn .f a,.aK rare, `WM Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12.—i), 470 PROJECT #role - 070,3/10. PROJECT: WES2ET � S• CEJ7 i2-. LOCATION: S , C MAS KRAZAN PROJECT MANAGER: g, E •5 FIELD REPORT NO: 6 4 4 6 2 CONTRACTOR: /3p46•\ JURISDICTION: C.771..\ PERMIT #: /7 vCv - 2ifS~ INSPECTOR:(,, ft zL(- WEATHER: --P grsz ) TEMP: 4f 'P' D,asr6A C--Jeks P t s as P 7 !D $3,‘ Cc7 iic-r>2 1 n-%- D2'f*1 Pr zb' j C.arl�j2w•�a,✓ e6r%�� � t� t�zrf .s' lc>SSC S tom' Pe'JA- -, Vae.rF'.,1 ,c rL3F LiaWy-�,.J 2) t Zrr► D V-4zs d- L Z'r✓S s 1 -) ek7 QTt e 5T 'L. CAGE'S �P %'6'r�I3a r✓1 Mar+ ,, D Lrr G Gs0 .e, r "zur.:. ' -s-esk 04, Seo 32 I / 31-37 29'7; 29Z 3 7 7r 3 S2 , R6r eA ?re -Es r, As re,S7oe t ea fes- was 1' 51665. PTD dZF's lk 3151 r+l .� 5-7 5 4F 41 i«,-4 f Ce..14- '7*OTO , 1W 7' pAip► . y) ReFE 6,,rcc Df1.rrfi;.r (3e).A'7 PZ&E' P6TA -01E675 DAM A t i hz, 1 Z -II- ate Foo 9G Equipment/Asset Number(s): To the best of my knowledge, the ab j( WAS NOT performed in accordance with the approved plans, speafi Superintendent/Representative: Technician: Serving the Western United States gulatory reguireme0 1501 Field Ref,„„<r Itevrot]t3 I Effective Date 5i25/I)5 1 ....r... .... ,r., ,.. ......., L..,i .., rti4. ....,.n . ....... ....I �. ..V... ..r .... .r.. .....4'h...•I..nr 1'114, a„ry Try .14.14 re..l fi.• -enn 41111 ».I 1114 it .• 6rr11re 0 wirhr4r0 Thr. .,vrinen ,PF,11v,0n 4.1 rr.. Ilrnt 11111E i�4'11:1FI \' \..Ix & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 22, 2006 KA No. 066-06316 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, cacelVeD i3at(11 i 1 00.0ataUptrelo 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. SamuelH. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 rel WtLail OI PlaiteLlterldLett, 11IL.. 1.7u 1 - I.'7LI1 OLreeL rrvv Dune Ivo, muuurn, volt vouuc, tcosl bsiy zouu Project No. 066-06316 CyI. Code 063533 Pour Date 12/6/2006 Report No. 26077 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 13:45 440 738864 Flow 66 52 Placement Area Location Driven grout piles 235,237,271,237,239,241,276,278,244 245,248,211,213,216,217,219 & 223 Sample taken at 32 cyds out of 50 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64458 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 944 F. Ash lbs. C. agg. Tbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2308 2328 Water lbs. 460 372 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 40 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM 0231 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 063533 12/13/2006 7 2x4 3.15 20760 6,590 1 SW N/A 063533 1/3/2007 28 2x4 063533 1/3/2007 28 2x4 063533 H 2x4 063533 063533 063533 063533 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 1 1 Date Reviewed Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 01t01 Wrklon 9 elective O. 61120+ The YAomMtbn presided an ileo report Y prepared lar dia =dusk* usa of the cart Thea report may not 6o reproduced b any format without the maim pormkabn Maw agent and Krum i Asae&A • Protect No. 066-06316 Cyl. Code 063577 Pour Date 12/11/2006 Report No. 26080 Weather Light Rain Jurisdiction City of Tukwila Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Time Truck# 9:20 438 Ticket # % Air 740454 Site Mix Mix Air Slump Temp. (in.) (F) Flow 66 Temp. (F) 45 Unit Wt. (P) Placement Area Location Piles 298,300,320,321,323,287,299,377,383 Sample taken at 8 cyds out of 36 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64462 Inspector G. Nail! 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 2288 Water lbs. 460 403 Air Ent. (oz) Other(oz) 37.6 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 943 37.8 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 063577 12/18/2006 063577 1/8/2007 063577 1/8/2007 063577 063577 063577 063577 063577 Remarks Results Reviewed By� Codes for Break Types: Design Strength 5,000 © 28 days Max. Comp. Area C.F. Load Str. (psi) Set # 3.13 18760 5,990 1 1 1 1 Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Date Specimens Rec'd. 1: Cone 2: Cone & Split Measurement uncertainties: ASTM C-39 +1- 8% Date Reviewed Tested By SW 3: Cone & Shear 4: Shear Form 03,01 Revision 3 Effective Date 5013/Or The kiomrtlwi provided on bids report Is prepared for the exclrhe me of 0w dent This report may not be reproduced In try format without the widen namesake. of the died and Kasten 5 Meech Break Type N/A Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) e\I OiQII V1 !'\OaVVI01.1.00, uw. IJV 1 - Vie VU ODI IUV %MILV I VV, t u1JLI111, rrr 47J.7-LJ1J1.0 Project No. 066-06316 Cy'. Code 063575 Pour Date 12/7/2006 Report No. 26078 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-425 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) 10:35 416 739308 Flow 68 53 Placement Area Location Driven grout piles 223,221,218,215,214,212,209,319 322,324,313,287,310,228 & 224 Sample taken at 12 cyds out of 50 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64458 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 934 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2320 Water lbs. 460 368 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 40 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 Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set* By Type 063575 12/14/2006 7 2x4 3.15 19650 6,240 1 SW N/A 063575 1/4/2007 28 2x4 1 063575 1/4/2007 28 2x4 1 063575 H 2x4 1 063575 063575 063575 063575 Remarks Results Reviewed B Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fu,tl03101 Rwfebn3 EIhdIW On. 5(1710' The infonsetiun provided on this sport Y prepared br the sfehe use of the alba Thk report may nd be reproduced h any *Milli without the %linen OInniIsion of the client Ind Nrazen & Allo rae GULCH LIS P1.7aaIa.lsILtlb, MU. I LIP/1 - I U111 a7'rem rive augLr ruo, muaurn, YYA VODUL, voa) 2l.SZr-L3uu Project No. 066-06316 CyI. Code 063576 Pour Date 12/8/2006 Report No. 26079 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 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) 8:30 400 738788 Flow 64 48 Placement Area Location Driven grout piles 331A,312,286,220,210,303 Sample taken at 12 cyds out of 24 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64460 Inspector G. Nail} Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 949 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs_ 2 C. agg. lbs. 3 Sand lbs. 2309 2348 Water lbs. 460 335 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063576 12/15/2006 7 2x4 3.16 17926 5,670 1 SW N/A 063576 1/5/2007 28 2x4 1 063576 1/5/2007 28 2x4 1 063576 H 2x4 1 063576 063576 063576 063576 Remarks Results Reviewed B Date Reviewed Codes for Break Types: Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 RevYMr 3 Effecters DW 611110' The *Deletion provided on this report 4 prepared for the r cruelve we or the client Thle report may rrol be reproduced to my formal wAthoul the when pormcelon of the chant sad Pennon 5 Assoc* -.INrazarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 14, 2006 ICA No. 066-06316 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 FAN 17 2007 COMMI JNI I y 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. uel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cy!. Code 063527 Pour Date 12/4/2006 Report No. 26075 Jurisdiction City of Tukwila Permit No. D06-425 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) 12:40 454 737682 Flow 66 43 Placement Area Location Pile#'s 328,330,375,383,384,331,311,307,305,326,301, 275,277 Sampled @ 32 cyds of 48 cyds placed. Remarks Placed via grout pump. Please refer to Field Report No. 64456 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cm. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 351 Air Ent. (oz) Other (oz) 37.6 38 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 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 063527 12/11/2006 7 2x4 3.15 19067 6,050 1 SW N/A 063527 1/1/2007 28 2x4 1 063527 1/1/2007 28 2x4 1 063527 H 2x4 1 063527 063527 063527 063527 Remarks Results Reviewed By�� Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM 0-39 +1- 8% Laboratory Test Methods ASTM C39 ASTM 0109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) roan (3101 Revision 3 Effinger Die 51t2IO. The storm ion lovtded on this report Is prepared for the w.dusM use of the dart. ibis report may not be reproduced In imp formed whoa to wren permission of the dart and Krazan i Assort Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063516 Pour Date 12/5/2006 Report No. 26076 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (in.) (F) (F) (pcf) 10:25 334 738218 Flow 67 46 Placement Area Location Driven grout piles 325,302,304,306,234,236,272,274,238, 240,242,243,279,246,000 Sampled 13 cyds Remarks Placed via grout pump. Please refer to Field Report No. 64457 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water lbs. 460 371 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 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 063516 12/12/2006 7 2x4 3.16 20820 6,590 1 KC N/A 063516 1/2/2007 28 2x4 1 063516 1/2/2007 28 2x4 1 063516 H 2x4 1 063516 063516 063518 063516 Remarks Results Reviewed B Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Resutts Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fpm 03101 Revision 3 Elhctivu Mae 6112/0' The inbmwdon worded on Ns report i prepared for the exclusive lies d the cant. TMe ,port may not be reproduced In Yry lomat without the mitten permkaon of the dere end Kmznn 5 Aeeod eAlKrazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION December 22, 2006 KA No. 066-06316 Permit No. D06- 45 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, RECEIVED JAN 17 2007 COMMUNTIY DEVELOPME T 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 December 12 through December 19, 2006. 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. uel . Hyatt Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 JG 4,-,..1/47:3 Kr, azar & Associates, Inc. GEOTECHNICAL ENGINEER/NG • ENVIRONMENTAL, ENGINEERING CONSTRUCTION TESTING AND fNSPECTSON DATE: a.-12' PROJECT #(*(n - lit" FIELD REPORT NO: 6 446 3 CONTRACTOR: BAS JURISDICTION: C3-71.\ . PROJECT: lniES""swww S , PERMIT MI) orb -2.4/5- LOCATION: .wS LOCATION:i&1.,LL— INSPECTOR: G,nrarc.__ KRAZAN PROJECT MANAGER: X•EiG WEATHER:r1,5-r,.10,1 TEMP: qz'r ?dr z S - Or4 SrT As RE Ps76O 'St) ` s -s,..5P Z ' , -ie y, . -c ; -70 PO -47,-61; ?2 . s s sedr_s frtE p % J -r' 1 C Lp --71() 1160-.17P f =LFr Tr PE P[..!•IC€r:7 2) Z i•- ' I 34n b L- roe's PEe T 4Z of c.; /v6 S1 -E6 coc, Avg_ i s?T 91"a-8. #4 RE Y EA2.F>a (P-ZT,✓Ac.s.»-t -J- lakc \!FZi:Rxe ? A4,•C 7'L P6V7/4 ge/S.Sb L 'vv -a_ PLnNS 9e i2 F -v 3 P Z560/4ara _ C +d4 -�7G R4.1_0.44,4 GO-cre d? g6i 3�Sbr�-�t6' ' '' Dh^E' -ro PApiS' 'J]a AF -7g4- t ST7 Pr 46 ?to Cts . Equipment/Asset Number(s): To the best of my knowledge, the cizie WTj1/AS NOT performed in accordance with the approved pians, specficcrti Superintendent/Representative: Technician: nd regulatory requirerts. Serving the Western United States 150/ Freed Reporrain Revision Effective Date- 5/25/05 The inhumation provided an this report is prrp.orcd for the exclusive use ut the client This report may not he reproduced in ins format Without the written perrnt.,.uun the client and Krnzan & Associate, azan & Ass.ociates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 4 219 DATE: IL-13- '514, CONTRACTOR: 'jar fr God PROJECT #: a(.isp- 0Zc3► b JURISDICTION:Cic\ �'•�K.,.r�� PROJECT: WeslTheco a« c .T .L PERMIT#: ] p6,-Zy5 LOCATION:., CF.JTEL M A+-4- INSPECTOR: 67,, KRAZAN PROJECT MANAGER: )< .G WEATHER: CL.,t-oil TEMP: Lig JgLcAsw Pg' .s ,a Ss -rt. As �i.�YS Od � `�• 1.%- C S Tt- (I;►` Crp•Tu A CT,2- -140 'r-Fo¢N-A cm Tr Le £+nl a(tM11 r 10co . D RFLreern KAT) -11 GolLekv4 Arn Sk1-P7. 2� M�^/�"%v�F7 Lt�✓l> of ne ar'a'A✓-e„ eiC'+fit esbrr 'f�l'IFS^ 9. Vt!Sr.AC ,rrSf�E�T � 4 t cr* s 7L Ce56e "s•rrIA..•rs z 2As 26 1_17- $61 2.s-0 r 2.Z2 f.S,44,02,c-o Pet Es — Se z,r 5 YLe (P6. $76,1 --Le /Fa. .3k'3 . Equipment/Asset Number(s): To the best of my knowledge, the a /AS NOT performed in accordance with the approved plans, specifications, and regulatory require Superintendent/Representative: Technician: Serving the Western United States 1501 Fielrl Repnrtdrdr Revision I Effective bate: 5/25/05 The tnformmu,n prtrvided on thN pepsin ix prepared for the ercc lusive use of the client. This repon may not he reproduced in any format without the written permission (lithe ;Tient and Krtzan & ,,oximes "Kr I<.r.aZ1IT1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 4 2 2 0 DATE: JZ- /1---1570 CONTRACTOR: f3/.U.Er� PROJECT # !Mit- --Dee-3/4o JURISDICTION: �. 1 PROJECT: (.�(E sEera Sr GES PERMIT #: fx C. - 2�'' LOCATION: .S i rz mrs INSPECTOR: 6 . rfp2z4L KRAZAN PROJECT MANAGER: IC ,E, G • WEATHER: g ,.l TEMP: V "F A�sz Gd3— Pti s tw' .51 As Q.r-e D 3z- 'TP C 1 -- J?fiP"2-. 6517 P_re6 1a45 ere ` Z ,/ G'+ a? ,.- t-�4� �• �i� o��-� Qr r s� Si e- 1 me e- •,r T3z p Fib'.- -Tzr g -E cr i*AcE'o . f.Ar+LED Vat – f-6.21.0a4C12✓6- 46C --ES aQ Dotr6 Qt '-s *- 2� I, Z S-7 )ZS3/25/, 2S5- (2_21 L t' e..2../51/ 2 � 2_2-12-€/.9/ 283 ? / Fs Th r riv1T L L P ivz _apos AI 313 e.4; 3 sErs ( 4' 25py $EF'IEcep C42 --4's 26.124 Z 2 c 317 e 26,1s1( -7E*t---- DATA liZeimepirz sf1E+ 're p -j- /2-.1/- Oh, co,c 1�TLE Equipment/Asset Number(s): To the best of my knowledge, the'WAS NOT performed in accordance with the approved plans, specifications • d r-.ulatory requirerAgts. Superintendent/Representative: Technician: Serving the Western Unite . ates 1501 FirldReMorrdm' Reviaan I EfEecbve Date: 5i25, 05 The an'arrnalion pruvnied m rhi• rcptrrt is prrn.rr•-d Gor the :.scluxive !MC of the .!iem. Des report may net be repr4HdUced in .rnv format rsithout the written penni.ssiun the .•Gent <atd Kr;:zuor .1 1,.. Ciate,- aZ� & Associates, Inc. GEOTECHNICAL. ENGINEERING • ENVIRONMENTA}. ENGINEERFNG CONSTRUCTION TESTING AND INSPECTfON DATE: it -PE -04, PROJECT #. platy-OCo3Ile FIELD REPORT NO: 6 4 2 2 2 CONTRACTOR: Sj JURISDICTION. \!.tsg PROJECT CITZA't t S C SMS- PERMIT #: - LOCATION:$ . Ce42TV2., INSPECTOR: G,Npzu. KRAZAN PROJECT MANAGER. 14.E WEATHER: C�onw01\ TEMP: y J ' AANGEQ-c1 ' ?r,Les &J Ste ' AS 8 -MG Av ,cs eat— e s T.e.mPre-%/4j -3,1 C. rico ten B x PAD. PGA -/-s 10 - . e -r t,.• z rI C ?rig es R- `tts yiSQ P., Qi Les 'r t PGiscso Yxstr.Atr r.../se6�1 e,-./ A R.ex aLCfA.G 3 Tf - GAGss y 7k, -1004l rt,20-L--bezto i 7 - LL ,r Q o v�:v -G �P P6 a c A�6rW c 1 �•��'at c ,.G sTE't: c.. f�Cc� �s rRr PPvc s ' 2.6 ?12-91f) 3V3, 3 SIS fig) 3 4-1'7 13 s' `f T b. TAKE.i AprO ¶ 3s- r -6C CY) -vXti Cel. cA— ' i.r a a- -c5 C42- 2-‘031T) 4 atoss' Ij �- } �s� " pc -N3 . Equipment/Asset Number(s): To the best of my knowledge, the a 71-7- NOT performed in accordance with the approved plans, specifications, a egulotory requirer4dts. Superintendent/Representative: Technician: Serving the Western Un - States 1501 Field Reporr.dur Reviunn I Effective Dna: The provided un ihty report is preowed Int the exclusive the client. This report map 1011 I, repnrdna,l in tnv tin,nar with. n the .vrirren permic<ihn of the client ani Kr.izan & AaN,ci:rres. I<IJ12L.23JT1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 12 • i9 -d 4 PROJECT #.- »[a -_,D6.2/ FIELD REPORT NO: 6 4 2 2 3 CONTRACTOR: ;13A Civ rr5 JURISDICTION:C D4 c PROJECT: W ES76.v&. S . C5di e2 -.. PERMIT #: LI& -2ef S' LOCATION: 5. C V62r'+—.0cfzC— INSPECTOR: G,,JpZt KRAZAN PROJECT MANAGER' 1<• 67 G • WEATHER: N. TEMP: -41g b/? Pz s Aft-gsva-b ala S$1 AS REQNNE'S7'e0 el -ms PE F ... At•G$-t< C1 G t'- ��S c at"�� ..2 rY'�a tan a. B Z� 911-0'.r6 7 Pesaro # cs • res z 'M A —ra Y6 -.a- \ r7E s -,►ms s Das.t.1.so . ? ea 2w o %=S lir -r - Rer-gatarkeS SY6F t- CAS 50 "Trzwakr5 caMEevf DRxu .rG PP. a cer-E,.nr 1 6 S7T E -Gvn £ J'.g i6 s T g u..c,t, Ps.- Pt a•fs -r(02-rx 5Ar'A) LB.0 Gied s 2 SE T c, - 2jr e./ t-7 ✓106 ' T6si z j. G PJB 0e.'° 2143% 21.383 A • AI) V6A.C.& Ps46 RseaLa5 407 ir,D 12- 19- 0 0 Foxe. DATA . Equipment/Asset Number(s): To the best of my knowledge, the aboSkS NOT performed in accordance with the approved plans, specifications, and regulatory requirer s. Superintendent/Representative: Technician: Serving the Western United States 1501 Field Rriner rine Revision i Effective Dain. °.725515 rhe inf.mna1Ion pncr 4ted on the. report is prey red frir the est IIISIve use or the clirnr "This repirr may nut he reproduced 111 my tnreset without the written perm i..inn it -he client And Knee., .4 ..,<ocrires_ Krazari & ASSOCIATES, INC. Page /' of / GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: JZ-19'tre.- AUGER CAST PILE RECORD PROJECT #: otoeei -06731 tr. PROJECT : 1.4 5''Fr6Gp LOCATION: 5. CEp,r(,C1_ MPe-4. KRAZAN PROJECT MANAGER: )<. 5.G CONTRACTOR: PRESENT AT SITE: A. v4/ SNwa to 1 (r•Za$ -1 COPIES TO : WEATHER :TEMP: qi PERMIT #: (s - a Os DRAWING: Depth Depth 5_ 0 r 5 J IO ! i 1 I5 i! _ 2Q. 25 j i - ( i 25 30 30 35 - 35 _ I0 i l 40 15— 1 45 id- 50 5 s5 0 } 60 PILE INFORMATION: PILE NO.: 2...5767 Truck # Truck Yards Time Started Time Completed Pile Diameter '-y " czr Pile Location i Length of Pile 6 Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter (p9476r0oo,..r/ Hg/ 'Cf Ge 9c 1,02, 5-45, Pump Yds./Stroke Pumped Volume Ratio Pumped/Theoretical Grout Head REMARKS : /Le STs• legs' /?sem 9 ,71 2-gy, 1)' EQUIPMENT/ASSET NUMBER(S): 02301 Ausercast Pik Record.doc Revision 1 Effective Date 5/25/05 The information provided on this report is prepared for the exclusive use of the client This repon may not he reproduced in any forma without the written permission of the client ...: .Y'azar1. & ASSOCIATES, INC. Page of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: )2.-/9J'mrLo AUGER CAST PILE RECORD PROJECT # est.peo PROJECT : 4 > SGn 5. Cgay ca_ LOCATION: 5. CEPIrf _ r KRAZAN PROJECT MANAGER: )(.6•G CONTRACTOR: fir- �7 PRESENT AT SITE: Am. COPIES TO : WEATHER : TEMP: e. *c PERMIT #: /' (p - 243- DRAWING: 4S 5 5 DRAWING: Depth S _ 44 5 to 1( IS 1' 0 f i I — 2C 4 3 i i — — 75 _— i i — 30 ir i — 35 r 4a ? 45 o I i 50 —I 5 I ! i ,— ' 55 © 60 '1 PILE INFORMATION: PILE NO.: 3 `0 Truck # Truck Yards Time Started Time Completed Pile Diameter 'Zy " 9( Pile Location Length of Pile Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement ) -7,65,0,,,16,1 Gt. Grout Pressure i)lab y4/ Theoretical Volume 9, 5 Pump Counter 2.- 0t) Pump Yds./Stroke i 1.0 .%7 .. leesf p s,� Pumped Volume / Ratio Pumped/Theoretical Grout Head REMARKS : 135" `/, le' EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Pile Record.doc Revision 1 Effective Date 5!25/05 The information provided on this report 6 prepared for the exclusive use of the client. This report may not be reproduced 6 limy format without the written permission of the client 5 __Krazan & ASSOCIATES, INC. Page 1 of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: PROJECT #: Zgtipe2, —a673/(0. PROJECT : [4 ,y+rj'Fzt+�G4::: S• C6.7i'6o— LOCATION: 5, cErpo[t! t,/+p4tr KRAZAN PROJECT MANAGER: )<.E.G CONTRACTOR : Cdr? PRESENT AT SITE:A / SWwsl fuze. .,„`l COPIES TO : WEATHER : TEMP: Vie PERMIT IE: (y - 245— DRAWING: crs DRAWING: Depth Depth — - 5— 0 4 . I i i t —� - — 5 IO I I0 — i I — — r — Zr i i — — Zt57 V — 30 — — 1S f l i I [ f — — 35 — 10 t i — 4Q — i i ? r-45 — 0 . 50 - 5 F 3 - 55 0 I 60 79 Co 02301 Augercast Pile Record.doc Revision 1 Effective Date 5125/05 The information provided on this report is prepared for the exclusive use of the client. Tho report may not be reproduced in any format without the written permission of the client PILE INFORMATION: PILE NO.: 33S Truck # Truck Yards Time Started Time Completed Pile Diameter 'Zy " cOr Pile Location Length of Pile 'Li r -' I Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement 11:S. }/Cp&g qq Grout Pressure 47/Z5d Theoretical Volume Pump Counter +L 10 Pump Yds./Stroke `1 STIP. Xss p 44A Pumped Volume Js. 13 1 Ratio Pumped/Theoretical 1'-12 %► Grout Head REMARKS : bet 6LC'0 j' 2G QPXLLo -TriAz CE /,1sV AB74r%ow•res, !C ts4-7it r=+ts L. I.tRw�f ' Actntne o A CArzErt . Gtc ,aR !4e t 4420/..-7610 ace' EQUIPMENT/ASSET NUMBER(S): .917 it - ,40.4 f GAGE nro ge.safib.ros & ASSOCIATES, INC. Page of_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: f z— I9- zre, AUGER CAST PILE RECORD PROJECT #: 6tat[p —0673)fs PROJECT : k' 5'�i&t S• C6.7i'6� LOCATION: S. c,✓r .. t.nIt• KRAZAN PROJECT MANAGER: g.E.G • CONTRACTOR : Com PRESENT AT SITE : At y,} ,SNip..wer4 T W?t.Sael COPIES TO : WEATHER : riLa7.,o TEMP: ys%*F PERMIT#: J LQ - 2[{,s DRAWING: Depth Depth i^ I ! — 5 _ 10 c — 10 I- — 15 N3 20 L ? X25 14 E € _ — 30 15 I ' 35 K 40 15 c f — 45 i0 I — 5C - i5 10 I ! - _55 60 r PILE INFORMATION: PILE NO.: 3 7 Truck # Truck Yards Time Started Time Completed Pile Diameter 2.y " Pile Location Length of Pile C‘6 � Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement %S,,Da, ^J c o' CA G6 Grout Pressure Theoretical Volume Pump Counter stab r3 -c) Pump Yds./Stroke Pumped Volume Ratio Pumpedfnccoretical Grout Head REMARKS : 1 Lo Bre-. Kss i( o e -t\ y 12 EQUIPMENT/ASSET NUMBERS}: 02301 Augercast Pik Record.doc Revvioo 1 Effective Dale 5125/05 The information provided on this report is prepared for the enelusive use of the client- This report may not be reproduced in any format uithout the written permission of the client & ASSOCIATES, INC. Page 5 of_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: )Z—J9-ate AUGER CAST PILE RECORD PROJECT #: z[j[p—0(93)b. PROJECT : Lelt=fj'Fsr 5 cGa5'st- LOCATION : 5 . C` a!•Pbt:L t o f+ a .4.-- KRAZAN PROJECT MANAGER: )<.E.G • CONTRACTOR P -2 to�' PRESENT AT S1TE:A&\ ,$N/s �,.)i,arva e11/rv.r2 g 4 COPIES TO : WEATHER : GLarz•.ta TEMP: vie fc PERMIT#: /tee 2.4fs 5 5 6 DRAWING: Depth Deptls = i 5 20 3 4 1 ! 5 Jr ? 1 1( _ 5 i II 1 _ L ,( i j 5 — 1 4{ -, 4"- I i r _ 5 0 I 40 5— 1 45 p 50 "'1 5 ! i 45 D I I 160 PILE INFORMATION: PILE NO.: 315-5- Truck # Truck Yards Tune Started Time Completed Pile Diameter 7-49 " Pile Location Length of Pile VI. r sr f Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter 4sS' 76./0.4 /44/?Ace. yz� Slap 2.2,4 Pump Yds./Stroke Pumped Volume Ratio Pumpedi heoretical Grout Head REMARKS : JCS sre. less /page - /41.0 1112.- z3 zlZ z-3 EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Pik Recorddoc Revision l Effective Data 5/25!05 The inform tion provided ad this report is prepared for the exclusive use dam client. This report may not be reproduced in any format without the written prnaissiou of the client 'cZdil & ASSOCIATES, INC. Page � of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: PROJECT# PROJECT : LOCATION )z-19-. AUGER CAST PILE RECORD ZQocQ —0673/6. ler _ s9"FZ 6G 5 • c6ary . 5. CEperr✓" KRAZAN PROJECT MANAGER: )<.6.G • CONTRACTOR: PRESENT AT SITE: & . 4f 5/44,:t4,41•1•4 ' t 4f.a."1 COPIES TO : WEATHER : TEMP: 5i�r*F PERMIT #: 17 f v - 2'f5 DRAWING: Depth i— 5 5 3 5 01 I I — I1 5 I — l _ — IQ I — — 21 r5 t — — - 1? I i ! — 3f 5 ! 3 I -1 0 i — 4( WM 5 A 45- Im o I d I j I .. 5c 1. I — I5 D I 60 4 5 5 6 5 PILE INFORMATION: PILE NO.: .346A Truck if Truck Yards Tirnc Started Time Completed Pile Diameter Pile Location Length of Pile Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter S-1.51 ltact. 4/1-/ ' CAGE yad 2aD Pump YdsiStroke Pumped Volume Ratio Pumped/Theoretical Grout Head REMARKS : Lo sr"- /r!ssf m i2•s" ` �. JI' EQUIPMENT/ASSET NUMBER(S): 02301 Augereast Pilc Record.doc Revision l Effective Date 5/25/05 The information provided on this report is prepared for the crchtsive use of the client. This report may riot be reproduced in any format without the written permission of Ile chem 136 IX ASSOCIATES, INC. D EC 2 g 2006 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNITY CONSTRUCTION TESTING & INSPECTION DEVELOPMENT KA No. 066-06316 December 7, 2006 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter 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, KRAZAN & ASSOCIATES, INC. Samuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • PuyaIlup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 0631bbrcak rel p .a I /Z RAa V41a►CS, 111{:. Maui - lain otreet IVYY `7URe 1410, AUUUrn, vvA tfDVUC, IL031 V.7e-LOVU Project No. 066-06316 Cyl. Code 063485 Weather Mostly Cloudy Jurisdiction City Clittiicv�ila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Pour Date 11/27/2006 Report No. 26301 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Reid Data MORTAR/GROUT REPORT Supplier Stoneway Plant No. 14 Time Truck# Ticket # 10:00 449 736074 Flow or Grout Slump Temp. % Air (in.) (F) -- Flow 60 Grout Box Used x Number of units used to form specimens Site Mix Air Temp. (F) 33 Initial Max/Min Temp. (F) Placement Area Location Piles @ U13, 1.3/13,K/13, J.9114.3, J/14A, J113 #A, J/15 #B, G.9/14 #A, G.9/13A Remarks Placed via grout pump, consolidated under pressure. Please refer to Field Report No. 64446 Inspector G. Naill Reported Batch Data Mix No. Cern. lbs. 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) 100 XR Other (oz) 37.6 Other (oz) Other (oz) Water Added on Job (gals. 70 Design Weights 10000 940 Actual Weights Field Test Methods x ASTM C143 ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data Mid Pt. pressure. Test Width Code Date Age (in) 063485 12/4/2006 7 2x4 063485 12/25/2006 28 2x4 063485 12/25/2006 28 2x4 063485 12/25/2006 H 2x4 Remarks Results Reviewed 13y� Codes for Break Types: Design Strength 5,000 @ 28 days Cross Out of Section Max. Height Plumb Area Load (in) (%) (pressure) (lbs) 3.150 0.0 20405 Comp. Strength (psi) 6,480 Date Specimens Recd. Set # 1 1 1 1 Tested By SW Date Reviewed ,j,„( 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Break Type N/A Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 Other Test Results Conforming Non -Conforming Measurement Uncertainties: ASTM C109= +1-10.7, ASTM C1019= +I-14.4% Forth ONO) Revision 0 Effective Clete 1242102 The Information provided on this report le prepared forth exclusive 100 51 the Mere_ This report may nal b. reproduoad In anyfomrt without the melon permission of tha chen1 end K,.z n 8 Assoeieles mann tk 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 Weather 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. 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 H/5, H/6, G.8/5, G/6, F.9/5 Sampled 12 cyds out of 1 6.5 cyds placed,. Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No.66449 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. Ibs.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 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. 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 41552 3,310 1 SS N/A 074320 3/27/2007 28 4x8 1 074320 3/27/2007 28 4x8 1 074320 H 4x8 1 074320 074320 074320 074320 Remarks Results Reviewed By ! Date Reviewed 3 7` o-7 � f 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% Form 03161 Revision 1 Mae* Ole 5/17Ak The Inbrmrfon provided on this noon k ptpred Tor 0n a cluslw use of the Bert. This spat may not be reproduced In any format without the written permission of IM client rq Krman d Assodr t I(I'aZ2111 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 22, 2007 KA No. 066-06316 Permit No 1:106-34P Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Bums, RECEIVED MR 0 71001 DEVEL""'epT 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 February 14 through February 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. Samuel H. Hyatt Project Manager Puyallup Division Stiff/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 d6 rKraZarl & Associates, Inc. GEOTECHNICAL ENGINEENNG CONSTRUCTION TESTING AND DATE: Z- iq-01 • ENVIRONMENTAL ENGINEERING INSPECTION PROJECT #: 15lCa--atoll% PROJECT: S, C.0-1.17E2— LOCATION: E 'VEZ LOCATION: S . c '77 t . ,v., 14 Li KRAZAN PROJECT MANAGER. ICC .C' • FIELD REPORT NO: 6 3 6 7 8 CONTRACTOR: Sp JURISDICTION: c.,= -ti - <v3 PERMIT #: D o Z , INSPECTOR: Gvw•s*--=- WEATHER: CA-crroii TEMP: of R r.. 2,e ero Oen_ "rS .05 2FcavNglelA"C �c'� C_`ter restai[. --h 17�J 5ltrtrr PErpfiaresc' ??) Co, .111..rin •iciP Ifs PK."'Tei-17 PIA Piz p► J cs • Gsrar�6i TvesPrfT✓� / YAM' tArt-04 Cd"rrt►ir_i - Tis YiStrR., ='/SPr- el"x yr J M . s atar6 • 47 P,ttrwar+Pen. W S v..o L 2 iP l r.,4dLLL•.tr ism Bk. 7108 ssi tea. _ rtn fieerrgocEa D+ert.4.-z.rG Dtcv'G1 O' 4'/33-7 2J/JG; #51‘,4). 1 i& /S(7 j res/t )0rt3i' Acro zsM', 13j2 r REd'�SA PriRs 71, . ern ? - P , s S e s� C.,-.4,-..."--..' egg Z s 2_,..41 eycrrie rs REFPermcg Go, 2 1( 4'? s 7 --e r�OA s7E 12 rv�,s Gita,,--� Pr. tgs i(0/33',719/2141 ,o sl -s )re 12erft 313 , ,_L Lr..r✓S$ r(9-nsI1 HI c`/0/ ). G,s/ zIr.1 9/6;3-T JE,c�- 3. rap -g fj -11 U - I1gc,7 --I- ilE,re4eo f e 4 e_. X36 eavaPtpirp .� Sous Equipment/Asset Number(s): To the best of my knowledge, the alk7W-ThmjiVAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremeVk Superintendent/Representative: 1501 FSrld Nrpnrt dor Technician: Serving the Western Ul ' s States Revision i Effective Duce: 525/05 The information provided .,n !h. reprnS i5 pre^.rcd fur the exclusive use of the ',Henri This reptn muv ant he teOtr,d ed in any format without the written permission „f the ,liens And Kr zrn .4r AS .1ciarrr, C77:11'1".. Krazc7, & Associates, Inc. GEOTECHNICAL ENONEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2..--)g-a-1 PROJECT #' 2d o PROJECT: tAke, FFz;GGtD Ste` LOCATION: S, admit_ mA e..e. KRAZAN PROJECT MANAGER- 1<5.G • FIELD REPORT NO: 6 3 6 7 9 CONTRACTOR: 3.142E1 j 7 JURISDICTION: c n,1 PERMIT #: DOG,- 21-/C INSPECTOR: n(A=z.L WEATHER: RA mpi TEMP: s b0F RES+.Fra2c CrrcnG-f A v"6o e AS 1��c v�GsT ED ►- T'Mr Covera cog— -172. 2F �l�r— L1RzYi�i 1 St ee, periroRri A..o ?lZ3j' Pis s• Sear ISE;'' d,.►�??a Cor+712 A c trtl .,\ 5 f eerz.^- y Rev e PPAnrs. J Noc, c2 *frt4v..A4- -WS?fic a t?2LC R6i Saz_crwr. Si ISE L— fe,oe•e=70 -61 s -v="iU Pr..,Acs,.•. ,;7o e-5 # 1 y (r' egg '&6 45?) ' PLo" s ar SP _c S . pry 2trz 3 $3 A ze s Z.7-VA/6St' 110 22%4/69/ IiaC��•n7 f C.�� .3 o ?leg GpL. a -s REF F' 'we 024E 2.-7 g'1-FP Equipment/Asset Number(s): To the best of my knowledge, the a WAS AS NOT performed in accordance with the approved plat Superintendent/Representative: 156! Field Repart.rfr,c Technician Serving the Western ited States s, and regulatory requiremktS1 Revision Eike rive Date- 5125405 The ,nturrnatinn priwiekd m this report is prc,•nrred for the exchrsive use of the diem. This report may not he repoxlviced in any format without the written permhsinn ai the cticnt and Kraxao & Asuxiatet (jr "3a ,a. Zan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 -11a -a? PROJECT* tido- c7Gal PROJECT: 1, �it_o S;z::24 eSr e. LOCATION: S . {rCa• P rc -• MQ--c- KRAZAN PROJECT MANAGER: Ki15tC. FIELD REPORT NO: 6 36 81 CONTRACTOR: jjpcs.\ C,a,r,s JURISDICTION: C.211A 6 "Ty,atvrst,p PERMIT #: 17)6L, - S INSPECTOR: C.,,rrArGt— WEATHER: CGekr.0_4\ TEMP: svp 12Esi4QQ.eeO earizagr8. Gr• N. �. as._. .0 $ Z. Cis -4-rrP5 cr -'r C.,.4" fre‘gtf-ieg 7e. 'F42.ers-e 't7i7..rs SA'e_s .. .,;tea —fl -G Ana ate- its 1/131./AN r Psz`7ro.-+• +� f it Pur . p Fase, •=7.4:105-e--32.,7 S eisr,o-444..r'" r s oos X.12/ 8', ?rte C,o? - SS/12 Y113 j ,741S113 j CaAos cin )1- 12 e,e, T.1( )2/6-641 c,s-6711 A -g, 9/E -ss SEc'zf•G ST65e- —7L J35 Caryvkerpm Piows •y► .� SAT'.*P , Cov2ilePS Z s -.t c, 4/ oy .. .s R. C6 C6 fft° 25o550 4) 2 o/a )5 Q — ew r)ACFA . 1)1 T C U4i ft N!Z 1 nicAri374.- Per si4►e 3• l2%g - Equipment/Asset Number(s): To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, spec€fscations, 150) Field 8rporr.d0c Technician: ory requiremVp Serving the Western United States Revision l Effective Date. 5125105 The information provided on this report it peeNred for the exclusrve me of the client This report may mu be reproduced in any format without the ,,vntten permissxrn of the client and Krazan & Associates. krazan & ASSOCIATES, INC. GEOTECHKLCAL ENGINEERING • ENVIRONMENTAL ENGINEERING p:RUCTION TESTING & INSPECTION February 22, 2007 i E.D 11114R 0 Cc% poP !Tr �1 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, 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. Samuel H. Hyatt' Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Atm: Robert Gross 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 063E 6 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 073858 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. 1/18/2007 Report No. 11807 Permit No. D06-425 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 # 8:40 450 751861 Mix Slump Temp. % Air (in.) (F) Flow 64 Air Temp. (F) 39 Unit Wt. (pct? Placement Area Location Pile #'s 174,132,135,136,108,107,74,75,76,110,78,79,112, 81,57 Sampled 5 cyds out of 49 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR011807 Inspector G. Nail! `Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash Ibs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 2309 Water Ibs. 460 Air Ent. (oz) Other (oz) 37.6 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 936 2308 399 38.4 100 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 Cyi. Test Code Date 073858 112512007 073858 2/15/2007 073858 2/15/2007 073858 073858 073858 073858 073858 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Age Dim. Area C.P. 7 2x4 3.14 0.0 28 2x4 3.15 0.0 28 2x4 3.15 0.0 H 2x4 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 19870 24079 23441 Date Specimens Rec'd. 1/20/2007 Comp. Tested Break Str. (psi) Set # By Type 6,330 1 SW N/A 7,640 1 SW N/A 7,440 1 SW N/A 1 Date Reviewed$ /- 67 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 03461 !Weikel 2 Owen Oets 6/12'01 The Ydorrnsdon poWdsd on this import is pbpNad for the rtdusMs w afro car* This import rimy fel be nlxoduc d In any brmet without the sadhn p ,nAsbn of the Cent And Kamen & Associ nrdcdrr a r►abvcrdle35, MU. IDV l - iorn owreet rfiry Dune -iuo, muourn, VVM Navuc, v3,) y. -c3UU Project No. 066-06316 Cyl. Code 073876 Pour Date 1/19/2007 Report No. 11907 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) (9 (pcf 11:00 365 752606 Flow 60 Placement Area Location Pile #'s 53,56,82,114,80,77,109,73,106,138,149,118,147, 116,58,59 Sampled 25 cyds out of 49 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR011907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. ibs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 2309 2309 Water lbs. 460 398 Air Ent. (oz) Other (oz) 37.6 38.2 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 C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. 1/22/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073876 1/26/2007 7 2x4 3.12 0.0 17860 5,724 1 KC N/A 073876 2/16/2007 28 2x4 3.12 0.0 26676 8,550 1 KC NIA 073876 2/16/2007 28 2x4 3.12 0.0 24389 8,140 1 KC N/A 073876 H 2x4 1 073876 073876 073876 073876 Remarks / Results Reviewed By re Date Reviewed -3- / d� 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 03164 RarYion 3 Needs/ Date 5112100 The ineemullon provklid on dna sport k p,opered for Ile* a0Cpadre use dem clan. Ties wort may nal ba mNo,pw.d in any Jamul *nod the seinen permission atm cows and Masan d Antoci radian of MSducnates, il1G. lad - lath duvet rimy ouite luo, i uourn, YYN eouuL, (LaJ] 37Ja-L�uu Project No. 066-06316 Cyl. Code 473898 Pour Date 1/22/2007 Report No. 12207-1 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. 006-425 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) 8:25 429 753477 Flow 62 45 Placement Area Location Pile#'s 196,200,146,192,99,94,91,87,84 Sampled 5 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFRO12207-1 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2324 Water lbs. 460 399 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) 18.6 adva Water Added on Job (gals.) 70 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM 0173 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 # Sy Type 073898 1/29/2007 7 2x4 3.02 0.0 14368 4,752 1 KC NIA 073898 2/19/2007 28 2x4 3.13 0.0 23274 7,440 1 KC N/A 073898 2/19/2007 28 2x4 3.13 0.0 22177 7,090 1 KC N/A 073898 H 2x4 1 073898 073898 073898 073898 Remarks Results Reviewed By /��'�C Date Reviewed � 07 Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM 0109 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% Pans 03101 tiwNkn 3 Mars D. St OW Th. irdomdlon praM.d on 0i. west Y PApwnd For ttr excl.k.s use ora1. slaw. This report /nay nal be rsprod,..d in ary round without me *Atm pu,m m of the plant .,d loam, & Mucci Arazan at Associates, Inc. ,au -I - 7otn ba -ea rIYY bums "IVO, Auburn, YYA ativuc, (cos) asa-Lavu Project No. 066-06316 Cyl. Code 073899 Pour Date 1/22/2007 Report No. 12207-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 11:00 402 753665 Flow 65 45 Placement Area Location Pile#'s 196,200,146,192,99,94,91,87,84 Sampled 55 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cam. lbs. 940 938 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2320 Water lbs. 460 400 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) Other (oz) 18.6 adva Water Added on Job (gats.) 70 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 Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 1/29/2007 7 2x4 3.09 0.0 18779 6,083 2 KC N/A X ASTM C39 2/19/2007 28 2x4 3.13 0.0 27066 8,650 2 KC N/A ASTM C109 2/19/2007 28 2x4 3.13 0.0 27384 8,750 2 KC N/A ASTM C617 H 2x4 2 x ASTM C1231 ASTM C780 Other 073899 073899 073899 073899 073899 073899 073899 073899 Remarks Results Reviewed By Laboratory Test Methods Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed E--/- 412 Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Faee03101 Paylebn Effective Det. 5/11/01 The hkmrbn provided an fhr report k prepared form. imamate use or m. exit. This report mw not M reproduced in ow kernel without the Otero prmNebn aft. dent and Ki.ian & Asad fel 0L.0111 a /17a1,V4101.134, Ino. IJV I - IJLII Oil Vet I'1!! °USW WV, MUIRUIt, VUP% aOVUL, tf.JJJ aJa-4JVV Project No. 066-06316 Cyl. Code 073935 Pour Date 1/22/2007 Report No. 12307-1 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 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) (pct) 8:30 429 754185 Flow 64 47 Placement Area Location Pile#'S 33,37,83,86,90,95,97,88,89,98 Sampled 15 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012307 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 949 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2316 Water lbs. 460 399 Air Ent. (oz) Other (oz) 37.6 38.6 Other (oz) 100 100 Other(oz) Other (oz) 18.6 adva Water Added on Job (gals.) 72 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073935 1/30/2007 7 2x4 3.14 0.0 18074 5,760 1 BH NIA 073935 2/20/2007 28 2x4 3.13 0.0 18590 5,940 1 SW N/A 073935 2/20/2007 28 2x4 3.13 0.0 19065 6,090 1 SW N/A 073935 H 2x4 1 073935 073935 073935 073935 Remarks Results Reviewed By Date Reviewed 3 -/ 0 7 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% Penn 031D1 rtararoaa Melee Data 5/1210 m. Inramstion provided on Yi report r papered for Dre s okolve use of the ellant nos report may nd be reproduced In any Oomrt without Dor valor pwnissbn of 1M clot and Kean & Maack AI &Ld11 QS MSSiit:1aWCS, 1 au 1 - Iain otreei rivv .7uite 1 VD, MUDUrn, VIM VOvvc, tcaaJ way-Lavu Project No. 066-06316 Cyl. Code 073934 Pour Date 1/22/2007 Report No. 12307-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) (pci) 11:30 450 Flow 66 49 Placement Area Location Pile#'S 33,37,83,86,90,95,97,88,89,98 Sampled 75 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012307 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 Cern. Ibs. 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 2309 Water Ibs. 460 Air Ent. (oz) Other (az) 37.6 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gals.) 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 073934 1/30/2007 7 2x4 3.15 0.0 16640 5,280 2 BH N/A 073934 2120/2007 28 2x4 3.13 0.0 24923 7,960 2 KC NIA 073934 2/2012007 28 2x4 3.13 0.0 25680 8,200 2 KC N/A 073934 H 2x4 2 073934 073934 073934 073934 Remarks Results Reviewed By Date Reviewed 3_ /— v 7' Design Strength 5,000 @ 28 days Date Specimens Recd. 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% Fam Ob101 Reviron 3 Effective Oet. 3112/111 The Ytem don provided on @k npm1 Y prepared forth. esdwMMe w oldie aged. Tit. raped may nal A. reproduced in fennel without tlte writer' pennisebri of the eget and Kram 6 Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 073938 Pour Date 1/24/2007 Report No. 12407-1 Jurisdiction City of Tukwila Permit No. D06-425 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 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) 10:30 411 754907 Flow 62 40 Placement Area Location Pile#'s 52,30,54,55,42,65,62,93,60,51,50,49,48,105,130, 161,128 Sampled 22 cyds out of 48 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. itis. 940 939 F. Ash lbs. C. agg. lbs. t C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2285 Water lbs. 460 394 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) 18.6 adva 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073938 1/31/2007 7 2x4 3.11 0.0 17500 5,730 1 KC N/A 073938 2/21/2007 28 2x4 3.14 0.0 30022 9,560 1 SW N/A 073938 2/21/2007 28 2x4 3.14 0.0 28344 9,030 1 SW N/A 073938 H 2x4 1 073938 073938 073938 073938 Remarks Results Reviewed By �yl� Date Reviewed -57-7- 7 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!101 Rwhion 7 tE►.dve ate MVO/ Th. rThe bionne0onpmW.donItsreportiWe 11rths oov. ,. o( 11s ,,t Thi report may lid 6rnpodueedway gannet without th.writtenper ieelon of the dere and Keane Amex& Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074129 Pour Date 2/7/2007 Report No. 26011 Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06245 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) (pct) 11:25 445 762232 Flow 57 52 Placement Area Location Pile# 172,170,158,165,154,67,43,20,1, & 27 Sampled 13 cyds out of 24 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.65914 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. tbs. 940 937 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2308 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 75 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074129 2/14/2007 7 2x4 3.14 31840 10,140 1 KC N/A 074129 3/7/2007 28 2x4 1 074129 3/7/2007 28 2x4 1 074129 H 2x4 1 074129 074129 074129 074129 Remarks Results Reviewed By Date Reviewed 3- 1-67. 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 03101 Po/Won 3 Effective Ode 511Z04 The Y/onrWbn prevailed on Pis next k papered Stir the exclusive use dere client. Thk report may not be reproduced M any bmuF wttlrout the written permission dills client and Krazan & Meech Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074128 Pour Date 2/8/2007 Report No. 25058 Weather 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 Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:40 402 763014 Flow 57 53 Placement Area Location Pile# 28,66,153,290,264,230,205,316,292,266,232 Sampled 32 cyds out of 70 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.63674 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 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 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 074128 2/15/2007 7 2x4 3.15 18245 5,790 1 SW N/A 074128 3/8/2007 28 2x4 1 074128 3/8/2007 28 2x4 1 074128 H 2x4 1 074128 074128 074128 074128 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed ff-/ 87 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 aafa7 Revision* MTh O. Call VW Th. Yionnstlon provk.d On auris r.pmt is mooed Wee occlusive u.e oleo dart. This report nosy riot b. npnduo d h sof format %Mout fie often permission of the alert rd Noun , & Aimed Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074128 Pour Date 2/8/2007 Report No. 25059 Weather Mostly 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 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) 13:55 402 763139 Flow 58 55 Placement Area Location Pile# 28,66,153,290,264,230,205,316,292,266,232 Sampled 55 cyds out of 70 cyds placed. Remarks Placed by grout pump Please refer to Field Report No.63674 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 945 F. Ash lbs. C. egg. lbs. 1 C. agg. lbs. 2 C. egg. lbs. 3 Send lbs. 2309 2316 Water lbs. 460 370 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 80 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 074128 2/15/2007 7 2x4 3.15 18464 5,860 2 SW N/A 074128 3/8/2007 28 2x4 2 074128 3/8/2007 28 2x4 2 074128 H 2x4 2 074128 074128 074128 074128 Remarks Results Reviewed By Date Reviewed 5-7- 07 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% Fam 03101 RRNibn 3 Media a Wes 6112101 TM iMmmnebn P•ovIdad on Ns rPm1 Y premed far the aardusMa .na of to Awl Tlis MOM may noI a npwducrd In any gonna std.o.t Miler/nen ppnission at lir dant t and %span a Aswoh Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074123 Pour Date 2/8/2007 Report No. 25060 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06245 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) 14:07 71 180569 5" 56 Placement Area Location Pile caps 13/E, 13/F.8, 13/G.13, 13/J.05, 49 K/6 Sampled 1.5 cyds out of 14.5 cyds placed. Remarks Placed by chute, mechanically consolidated. Please refer to Field Report No.63674 Inspector G. Nail! 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. lbs. 3 Sand tbs. 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 01064 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 074123 2/15/2007 7 4x8 12.62 54555 4,320 3 SW N/A 074123 3/8/2007 28 4x8 3 074123 3/8/2007 28 4x8 3 074123 H 4x8 3 074123 074123 074123 074123 Remarks Results Reviewed By /4J Date Reviewed 67 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 03,01 Revision Effaces Dais 5112ffid Tho Ytorndlon pantie d an 001 Mat it prepaid fur m. sadYJ$ YS us. arms clot. mit mo" My not M rspoAnsd ti • ff bnnet 'NW tee nrslan p.mtr.iorb of 0u Glut and al clan a Aoo,& Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074153 Pour Date 2/12/2007 Report No. 25063 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 9:00 411 764285 Flow 60 44 Placement Area Location Pile#'s 169,207,318,167,157,124,100,155,126,102,7,9, & 11 Sampled 22 cyds out of 93 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63676 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cam. lbs. 940 943 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2280 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals.) 70 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074153 2/19/2007 7 2x4 3.13 21906 7,000 1 KC N/A 074153 3/12/2007 28 2x4 1 074153 3/12/2007 28 2x4 1 074153 H 2x4 1 074153 074153 074153 074153 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 03701 Recision 3 Elfadba Date 511210' The NifemWbn provided on thle report r prepared for the aoFnM rw ore 0r alert. This report rosy not be reproduced kr cry lona' *Mout t dr within parrriaabn of Or client and wawa Aasook r.lfa601I Q I1.13V actusa, 1111.. 1401 - I 441 au 111U■ 01.111 40 I00, P11111/ Wit II, T11P1 (6JJ f 040-6400 Project No. 066-06316 Cyt. Code 074160 Pour Date 2/12/2007 Report No. 26647 Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Time Truck# Ticket # 1:15 M071 180683 Plant No. 201 Slump % Air (in.) 4" Mix Temp. (F) 65 Site Mix Air Temp. (F) 43 Unit Wt. (Pc0 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 30 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley Reported Batch Data Design Weights Mix No. 01600 Cam. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 1869 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1532 Water lbs. 334 304 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. Test Code Date 074160 2/19/2007 074160 3/12/2007 074160 3/12/2007 074160 074160 074160 074160 074160 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Age Dim. Area 7 4x8 12.56 28 4x8 28 4x8 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. C.F. Load Comp. Tested Break Str. (psi) Set # By Type 60895 4,850 1 ST N/A 1 1 1 Date Reviewed 3^ 07 3: Cone & Shear 4: Shear Funs 03101 Rhrrrlon 3 effective Dile 512001 7M isestendion waw on thN moor is prepared lie the exclusive use of IM clot This iu l tray not b1 repoduoed h rty beet eltroul Or written perolesbn of the Art and Nass, a AaaorL 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 Partly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074154 Pour Date 2/12/2007 Report No. 25064 Jurisdiction City of Tukwila Permit No. D06-425 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) Oct) 14:25 450 764724 Flow 58 44 Placement Area Location Pile#'s 169,207,318,167,157,124,100,155,126,102,7,9, & 11 Sampled 75 cyds out of 93 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63676 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Com. lbs. 940 946 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2318 Water lbs. 460 382 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 80 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 6,000 @ 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 074154 2/19/2007 7 2x4 3.13 17468 5,580 2 KC N/A 074154 3/12/2007 28 2x4 2 074154 3/12/2007 28 2x4 2 074154 H 2x4 2 074154 074154 074154 074154 Remarks Results Reviewed By /: �i . Date Reviewed /7 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 011101 Pivlolon a ErtaoBvo Date 5M2r04 The inbrn,rbn provided on the report Y prepared for do scdwwo u.e oto,. d.,t TMs opal may root bo r.prodao.d h any lomat n1ltn,t m.,Mmn permission atter clot and waren & Mooch Rrazan & Associates, Inc. 10U1 - lbttt street NW Suite lUb, Auburn, WA SdJU2, (2b3) !!3y-10UU Project No. 066-06316 Cyl. Code 074157 Pour Date 2/12/2007 Report No. 26648 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Feld 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) 2:00 M135 180691 4-112" 63 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 60 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1523 Water lbs. 334 304 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 Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074157 2/19/2007 7 4x8 12.58 57947 4,600 2 ST NIA 074157 3/12/2007 28 4x8 2 074157 3/12/2007 28 4x8 2 074157 H 4x8 2 074157 074157 074157 074157 Remarks / Results Reviewed ByDate Reviewed 3—L 67 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 03104 Provision 3 Motive Di. 5/17,cr The Homr.tlan provided on 1w repot 1. prepw.d for 0rocclusive woof the awl. This report cry curt b. reproduced Pr any tonna 'About 0r written pemUs on of the trent end Ikaan & Assoc* nrazan a Associates, inc. lout - iotn .7treet rivv butte ilio, Auourn, VIA 2l*UU , t[,4) IiV-43UU Project No. 066-06316 Cyl. Code 074158 Pour Date 2/12/2007 Report No. 26649 Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06245 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) 2:00 M135 180691 4-1/2" 63 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 110 cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley 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 1526 Water lbs. 334 319 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 Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074158 2/19/2007 7 4x8 12.56 58262 4,640 3 ST N/A 074158 3/12/2007 28 4x8 3 074158 3/12/2007 28 4x8 3 074158 H 4x8 3 074158 074158 074158 074158 Remarks Results Reviewed By // Date Reviewed " 1'9 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) ra,n 03101 Revision 3 Modem vise 0I/ay. The hkmWbn proMded on Ns report is prepared kr Nu ewe um albs deist Ibis report rney not be reproduced hay tame/ wend the witen permission of the dere end Moan & Amuck AI dLdll OX MbbUtildWCa, Illti. lil/ 1 - 1.7u1 .7u MI MOM Dines IVU, Muuul ll, VIM LJ IU Protect No. 066-06316 Cyl. Code 074159 Pour Date 2/12/2007 Report No. 26650 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06245 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) (P) 3:15 M135 118334 4-1/4" 61 45 Placement Area Location Concrete was placed for the pile caps and grade beams at grid lines 5.25-8.75 @ J.8 line, 6.5-8.5 @ K line, J.8 -K @ 6.5 line and K -L @ 8.5 line Sampled 180cyds out of 200 cyds placed. Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator. Please refer to Field Report No.65926 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1530 Water lbs. 334 320 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 074159 2/19/2007 7 4x8 12.56 56828 4,520 4 ST NIA 074159 3/12/2007 28 4x8 4 074159 3/12/2007 28 4x8 4 074159 H 4x8 4 074159 074159 074159 074159 Remarks Results Reviewed By '` Date Reviewed 67 Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Resuits Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 07101 wyrwn 7 ER.dlw D. 011Z The Indemnities prtivided an Ets report is snored brew occlusive use of the edict T1s marl mer net be t.poaua,e In any Tend nttnd thu vete n psornisobo of On Clot! .d K,ettn t doted 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 074173 Pour Date 2/1312007 Report No. 25065 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Supplier Stoneway Other Time Truck# 10:00 411 Ticket # 764982 CYLINDER REPORT Plant No. 14 Slump % Air (in.) Flow Mix Temp. (F) 59 Site Mix Air Temp. (F) 42 Unit Wt. (pcf) Placement Area Location Pile#'s 5,22,12,10,8,6,44,3,24,46,103,123, 158 Sampled 23 cyds out of 85 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63677 Inspector G. Neill Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Weights Actual Weights 10000 10000 940 949 2309 2276 460 383 37.6 38 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 Code Date 074173 2/20/2007 074173 3/13/2007 074173 3/13/2007 074173 074173 074173 074173 074173 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psl) 7 2x4 3.13 28 2x4 28 2x4 M 2x4 Date Specimens Recd. Tested Break Set # By Type 17026 5,440 1 KC N/A 1 1 1 Date Reviewed -7' A-07 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% form 03101 !bribe 7 Effective We 5117101 11* hdonestIon prookled on IP report Is prepred W IM exclusive Is «w*. This report mry not be reproduced F ry format n In a the written permission of Or client rid Krum A Aasock r Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) rirazan ea Associates, Inc. but - lbtn bireet NW balite lub, Auourn, WA ubuui, (49:$) usu-1 uU Project No. 066-06316 Cyl. Code 074192 Pour Date 2/13/2007 Report No. 25074 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) Oct) 13:40 411 765212 Flow 58 51 Placement Area Location Pile#'s 5,22,12,10,8,6,44,3,24,46,103,123, 158 Sampled 55 cyds out of 85 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63677 Inspector G. NaiII Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 943 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2280 Water lbs. 460 385 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 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 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 074192 2/20/2007 7 2x4 3.13 14113 4,510 2 KC N/A 074192 3/13/2007 28 2x4 2 074192 3/13/2007 28 2x4 2 074192 H 2x4 2 074192 074192 074192 074192 Remarks Results Reviewed By Date Reviewed 3-/^ 67 Codes for Break Types; 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (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 Farm 03101 Revision 3 EThtl s Date 5tt71131 The YYannellen provided on this report 4 prepared for the etdudna use of the client. This report may not ba rapoduced h any fennel without Ota written permission of the caeca and Krerat & Meal r razan et Associates, inc. 'mut - 'tom ,treet NW butte lee, Auburn, WA etitUUZ, (10:5) V;SS-15UU Protect No. 066-06316 Cyl. Code 074168 Pour Date 2/13/2007 Report No. 25075 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. 006-425 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) 14:35 98 180775 5-1/2" 62 53 Placement Area Location Pile Caps M/6, GN, M/7.6,N.116.8,N17.7,M.11/8.1,M.3/11.1, M.3/12 Sampled 4 cyds out of 12.5 cyds placed. Remarks Placed by chute Please refer to Field Report No. 63677 Inspector G. Nail' Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. ms. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1410 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074168 2/20/2007 7 4x8 12.46 48822 3,920 3 KC N/A 074168 3113(2007 28 4x8 3 074168 3/13/2007 28 4x8 3 074168 H 4x8 3 074168 074168 074168 074168 Remarks Results Reviewed By Date Reviewed 3 - /- 6)7 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 0310, Rs Wlon 3 fiff.alr.Ode 6112104 The Mdannellon provided on this report Y prepared for the aReMwtre use of the dent The repent may not be reproduced in soy Ions* without 0n %water. permission of the client and *dun L Assad . Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074165 Pour Date 2/14/2007 Report No. 25076 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Wesffield 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) 8:45 412 765626 Flow 58 44 Placement Area Location Pile#'s 2,23,47,4,21,45,125,101,16,26,25, & 13 Sampled 16 cyds Remarks Placed by grout pump Please refer to Field Report No. 63678 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 941 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2319 Water lbs. 460 394 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) 18.8 18.6 Other (oz) Other (oz) Water Added on Job (gals.) 70 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 r• 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 074165 2/21/2007 7 2x4 3.14 15161 4,830 1 SW N/A 074165 3/14/2007 28 2x4 1 074165 3/14/2007 28 2x4 1 074165 H 2x4 1 074165 074165 074165 074165 Remarks Results Reviewed By Date Reviewed 3- l 477 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% Fon* 03101 R.vI. ,, 3 lttedh+ort.611Nd 7M1. ProIwm Io pito Id on this report Y p,.pr.d for the occlusive . a/t the agent. ThR report may rot be reproduced II try lomat Wiwi the Written permission of the dent rd Mew 1 A..edo Krazan & Associates, Inc. 1501 - 15th Street NW Sulte 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074166 Pour Date 2/14/2007 Report No. 25077 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-425 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) 13:35 411 765813 Flow 57 48 Placement Area Location Pile#'s 2,23,47,4,21,45,125,101,16,26,25, & 13 Sampled 52 cyds out of 60 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63678 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. 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) Other (oz) Other (oz) Water Added on Job (gats.) 75 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074166 2/21/2007 7 2x4 3.14 12377 3,940 2 SW N/A 074166 3/14/2007 28 2x4 2 074166 3/14/2007 28 2x4 2 074166 H 2x4 2 074166 074166 074166 074166 Remarks Results Reviewed By Date Reviewed .- / D7 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 Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 011101 Revision 1 aka* nae 3+1201 The Mikimrbn provided an fins sport is prepared for tis exclusive use of U,e dent This spot may not be t prodnad in any fame* weia,t the mitten permission of the cert wnd Krezei & Amara Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Overcast/Rain Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074177 Pour Date 2/14/2007 Report No. 26463 Jurisdiction City of Tukwila Permit No. D06-425 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) 1:15 48 180841 5" 60 45 'Placement Area Location Bottom lift at 7.6/H, large grade beam. Sampled 1 lcyds out of 95 cyds placed. Remarks Observed consolidation with H/F mechanical vibrator per plans. Please refer to Field Report No.65602 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. 7!B" agg. Lbs 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.) 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 074177 2/21/2007 7 4x8 12.58 47784 3,800 1 SW N/A 074177 3/14/2007 28 4x8 1 074177 3/14/2007 28 4x8 1 074177 H 4x8 1 074177 074177 074177 074177 Remarks Results Reviewed By Date Reviewed .3 /,er 0 7 -r,....) 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 +I- 8% Faun 0310/ Revision 3 Effective Data MVO* The Hoorn tbn punted on this mood r prowled br the exclusive use of the dant. This report may not ba npmdund In sly lomat without th MMM, paanwmn of to diet and Keary, &Aiwa Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 074178 Pour Date 2/14/2007 Report No. 26464 Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D06-425 Project Westfield Mali 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) 1:45 M096 180847 5-1/2" 58 45 Placement Area Location Top lit at J.89/7.6, large grade beam. Sampled 63cyds out of 95 cyds placed. Remarks Per plans consolidation in use with H/F mechanical vibrator. Please refer to Field Report No.65602 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. 718 agg. Lbs 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.) 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. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074178 2/21/2007 7 4x8 12.58 43989 3,500 2 SW N/A 074178 3/1412007 28 4x8 2 074178 3114/2007 28 4x8 2 074178 11 4x8 2 074178 074178 074178 074178 Remarks Results Reviewed By Date Reviewed 3 d 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 +1- 8% Rem Rendon 3 Ea c*.DwN1ZV The rmd,ubn provided an des report is premed fort a escee,tre wee a1 ths dem This Mal mer not b..produced m any ironer walaue die ween peernissbn of do diem end Krazan & Maori "'Kr izari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 1, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 ReCztveo MAR 0 7 2007, DEV LppN,a RE: In Process Inspection Report Westfield Mali 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. Samuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 • Pax: (253) 939-2556 063E6 break Krazan & Associates, Inc. 73U i - iotn oureet melt auua f NV, P'LYLPUI ll, iter► aVVVL, `LJYf YV Y -i JVV Project No. 066-06316 Cyl. Code 073974 Pour Date 1/25/2007 Report No. 12507-1 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Project Westfield Mali 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) 9:50 450 755662 Flow 64 45 Placement Area Location Pile4t's 171,173,160,162,129,128,127,104,19,17,29 Sampled 12 cyds out of 40 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR011507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 959 F. Ash Ibs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2281 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) 18.6 adva 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 Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073974 2/1/2007 7 2x4 3.14 0.0 20476 6,520 1 SW N/A 073974 2/22/2007 28 2x4 3.15 0.0 29431 9,340 1 SW N/A 073974 2/22/2007 28 2x4 3.15 0.0 27770 8,820 1 SW N/A 073974 H 2x4 1 073974 073974 073974 073974 Remarks Results Reviewed By / �T / �! Date Reviewed 3- 1— 07 Date Specimens Rec'd. 1/29/2007 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) Fain 03101 R/villon 3 Effechve Dais 5113/01 701 Itforrellon provided on due report a preened for the uclwh. . . of Na dere. The report may not be reproduced In MM forme ethoul the *nem prrreabn of 10e elect and K1Qar & knock ftAlilidil Ot POUSUUllineti, 1114. IOU 1 - IOU! OU VOL nivir Ou1LV 1YU, nuuu111, ■er. LtiUYVL, VLUJ) ads-l-Jvv Project No. 066-06316 Cyl. Code 073963 Pour Date 1/26/2007 Report No. 12607-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) (pci) 9:50 411 756449 Flow 55 42 Placement Area Location Pile#'s 18,64,41,63,40,61,39,202,150,120 Sampled 11 cyds out of 33 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFRO12607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 948 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2284 Water lbs. 460 400 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) 18.6 adva Other (oz) Water Added on Job (gals.) 72 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 Rec'd. 1/29/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073963 2/2/2007 7 2x4 3.15 0.0 18295 5,810 1 SW N/A 073963 2/23/2007 28 2x4 3.15 0.0 26267 8,340 1 SW N/A 073963 2/23/2007 28 2x4 3.14 0.0 24927 7,940 1 SW N/A 073963 H 2x4 1 073963 073963 073963 073963 Remarks Results Reviewed By 4 Date Reviewed .3-7— 07 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 ena t ,o1 1ftrYlon 3 E f!. u O.d. TAMA Th. YUordtdbn melded on dee raped in preened for the stcki&ve use of 0,. dent Tti report map not be r.prndoo.d In any found *Stout IM widen p minion d the OW ed Kra, d Assoc* xrazan & Associates, inc. 13U 1 - 10111 01.1t1131. /STY OU1W IVU, Nuuu111, 0J17-44wVVV 'Project No. 066-06316 Cyl. Code 074189 Pour Date 2/15/2007 Report No. 25078 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06245 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) (pct) 7:40 411 Flow 58 50 Placement Area Location Pile # 14 Sampled 1.5 cyds out of 2 cyds placed. Remarks Placed by grout pump Please refer to Field Report No. 63679 Inspector G. Mails Reported Batch Data Design Actual Weights Weights Mix No. 10000 Cern. tbs. 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) Other (oz) Other (oz) Water Added on Job (gals.) 70 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074189 2/22/2007 7 2x4 3.15 17005 5,400 1 SW NIA 074189 3/15/2007 28 2x4 074189 3/15/2007 28 2x4 074189 H 2x4 074189 074189 074189 074189 Remarks Results Reviewed By /76-, Date Reviewed „- /- 67 1 1 1 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% Pam 03t01 Midon 7 ERedM 4als W12l0+ 1110 Mdorna llon Aiahld an NB spat k PPW.d Mx M =Mwtrs use atm cant. This n,roA may r tw reproduced in lay fomwl without to widen permission dths dent and Krazen d Assad: Rrazan at Associates, inc. 1 aU-t - 9 Dtn ,treat NVV aunt, 'ivO, Muourn, VYN aouuL, v .)) nav-Lout/ Project No. 066-06316 Cyl. Code 074230 Pour Date 2/16/2007 Report No. 25080 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06245 Protect Wesffield 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) 13:50 18 118423 4-1/2" 62 50 Placement Area Location Elevator pit slab J.12/8, Pile caps K/12, K/13, Pile caps K/12, K/13, J.8/13 Grad beams 9/E -E.5, E.5 -E.7/9-10, 121E -E.7, 11-11.1/E.65 J.8, E.7 to J.8/12, GJ, J, 0.9 F.1/ 11 to 12 Sampled 15 cyds ouf of 60 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.63681 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water ms. 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 ASTM 01084 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 074230 2/23/2007 7 2x4 12.57 42013 3,340 1 SW N/A 074230 3/16/2007 28 2x4 1 074230 3/16/2007 28 2x4 1 074230 H 2x4 1 074230 074230 074230 074230 Remarks Results Reviewed By di( Date Reviewed 3 - 7 ° 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 +/- 8% Fain 03101 Revision 3 ERedne Dra 5/I20 The ldanmfkn provided an Ns report is Fppred Ir the soduadva use of tlr rit mO wort may not be r,F,oduced h err/ tourist without ttw nsO n Famsslo+ art . clod and K.eten & Mooch 1�! s1L4211 Pt P1aaN\.Iamaa, 1111. IJV 1 - i :1111 011 Mel. 1111111 v.1t1IW 1 VO, N1UUN1 11, •TM aODUL, tLG1J f zrzo-LJUU ` Project No. 066-06316 Cyl. Code 074225 Pour Date 2/16/2007 Report No. 25081 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06245 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) 14:38 1 118425 5" 62 52 Placement Area Location Elevator pit slab J.12/8, Pile caps K112, K/13, Pile caps K/12, K/13,18/13 Grad beams 9/E -E.5, E.5 -E.7/9-10, 121E -E.7, 11-11.1/E.65 J.8, E.7 to J.8/12, GJ, J, G.9 F.1/ 11 to 12 Sampled 50 cyds ouf of 60 cyds placed. Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No.63681 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 559 F. Ash lbs. C. agg. lbs.1 1860 1860 C. agg. lbs. 2 C. egg. lbs. 3 Sand lbs. 1420 1414 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 074225 2/23/2007 7 2x4 12.57 37665 3,000 2 SW N/A 074225 3/16/2007 28 2x4 2 074225 3/16/2007 28 2x4 2 074225 H 2x4 2 074225 074225 074225 074225 Remarks Results Reviewed By Date Reviewed 3 /r ) 7 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) Ran SStllt Revision 3 Effective Osis 5/121Oe Tile Won -neon wovldud on Cas report Is prepared Wee rreLWs use oath dr& This report msy ml be npoducad In any tonnd without the mew pwnssslon of the dei and Knzan & Assooli Ikrazar� � & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 2, 2007 KA No. 066-06316 Permit No. 06-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Bums, RECEIV ere IffAR 012001 X 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. amuel H. Hyatt Project Manager Puyallup Division SHIiJpm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 • Pax: (253) 939-2556 06316 break Project No. 066-06316 Weather CO. Code 073847 Pour Date 1/17/2007 Report No. 11(U r - t Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 11 Time Truck# 11:00 413 Slump Ticket # % Air (In.) Mix Temp. (F) Site Mix Air Temp. IF) 40 Unit Wt. (pcf) Placement Area Location Pile#tS 175,131,163,133,134,137,111,204,203,164,152,122, 119,148,117,115,113 Sampled 15 cyds out of 57 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No, 6316DFR011707 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash Ibs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2335 2359 Water lbs. 460 416 Air Ent. (oz) Other (oz) 37.6 37.6 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gals) Actual Weights 10000 939 50 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 Test Date 073847 1/24/2007 073847 2/14/2007 073847 2/14/2007 073847 073847 073847 073847 073847 Remarks Results Reviewed By Field Cure Design Strength 5,000 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 13067 4,160 SW N/A 28 2x4 28 2x4 H 2x4 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 */- 8% Fain 03,01 Revisions ca.aw. Dote sii210r The rn4 ion puvidvd an this report is amplest for Me exclusive use of the alert. This report may not be r.produaed in any format heal the %ellen permission of Me client end Krezan & Assad: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conformin 5: Columnar (Split) Project No. 066-06316 Weather Cyl. Code 073848 Pour Date 1/17/2007 Report No. 11 t u r -� Jurisdiction City of Tukwila Permit No. D06-425 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 Stoneway X Other Time Truck# 3:50 413 CYLINDER REPORT Plant No. 11 Slump Ticket # % Air (in.) 365 751708 Mix Temp. (F) 81 Site Mix Air Temp. (F) 40 Unit Wt. (pcf) Placement Area Location Pile#'s 175,131,163,133,134,137,111,204,203,164,152,122, 119,148,117,115,113 Sampled 15 cyds out of 57 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR011507 inspector G. Naill 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 Water lbs. 460 Air Ent. (oz) Other (oz) 37.6 Other (oz) 100 Other (oz) 19,6 Other (oz) Water Added on Job • als. Actual Weights 10000 953 2318 370 38,8 100 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 Field Code Date Cure 073848 1/24/2007 073848 2/14/2007 073848 2/14/2007 073848 073848 073848 073848 073848 Remarks Results Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 18453 5,880 SW N/A 28 2x4 28 2x4 H 2x4 Codes for Break Types: 1: Cone Date Reviewed 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Pam 03101 Revision 3 m0emiw, oil. e/I2. The riomMtbn moiled on 0,ie worths ynla r.d br 0• 4tAMNs 17$0 DM' d krt THe [eynrl met Mt be reproduced in env bond %About the written pu mbtkon of the dint ofd Krazan & Amor* Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non-Conformi 5: Columnar (Split) Krazan & Associates, Inc 1501 -15th Street r vv QU L ....,, . _ _ Project No. 066-06316 Cyl. Code 073858 Pour Date 111812007 Report No. 11807 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) (9 (pcf) 8:40 450 751861 Flow 64 39 Placement Area Location Pile #'s 174,132,135,136,108,107,74,75,76,110,78,79,112, 81,57 Sampled 5 cyds out of 49 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR011807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. egg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2308 Water lbs. 460 399 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 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM 0231 Laboratory Data Cyl. Test Code Date 073858 1/25/2007 073858 2/15/2007 073858 2/15/2007 073858 073858 073858 073858 073858 Remarks Results Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recd. 1/20/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 19870 6,330 1 SW N/A 28 2x4 1 28 2x4 1 H 2x4 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results Conforming Non-Conformir Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Un dainties: ASTM C-39 +/- 8% tam 03101 ReM.ton a Effective Dere 6112/0. The Warr etfen provided on this report Is ed For the awiuWw WA of the dent. This repot may not be reproduced In any rennet without the written pemicebn of the dant end Krazan & Antoci Project No. 066-06316 Cyl. Code 073876 Pour Date 1/19/2007 Report No. 11 KI r Weather Cloudy ,jurisdiction City of Tukwila Permit No. 006-425 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) (pct) 11:00 365 752606 Flow 60 Placement Area Location Pile #"s 53,56,82,114,80,77,109,73,106,138,149,118,147, 116,58,59 Sampled 25 cyds out of 49 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFRO11907 Inspector G. Nail) aleilleMIIIII Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2309 Water lbs. 460 398 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) 100 100 Other (oz) Other (oz) Water Added on Job (gais.1 50 Field Test Methods x ASTM 0143 ASTM C138 x ASTM 01064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 073876 1/26/2007 073876 2/16/2007 073876 2/16/2007 073876 073876 073876 073876 073876 Remarks Design Strength 5,000 @ 28 days Date Specimens Rec'd. 1/22/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.12 17860 5,724 1 KC N/A 28 2x4 1 28 2x4 1 H 2x4 1 Results Reviewed By 42:1_,-- Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non-Conformii Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% tam 6310 Revision 3 Effective D. s,1Vo. The Mormdlon prorated on the report is prepared for 6+e exclusive use of the dant. This report may not W reproduced el any kms Without the written pemtselon of the dent su Kwan & Maxi, Project No. 066-06316 Cyt. Code 073898 Pour Date 1/22/2007 Report No. -ILLI) r - Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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 Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:25 429 753477 Flow 62 45 Placement Area Location Pile#'s 196,200,146,192,99,94,91,87,84 Sampled 5 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012207-1 1 Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash Lbs. C. agg. tbs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2324 Water Lbs. 460 399 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) 100 100 Other (oz) Other (oz) 18.6 adva Water Added on Job • els. 70 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 inspector G. Nail! 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 073898 1/29/2007 7 2x4 3.02 14368 4,752 1 KC N/A 073898 2/19/2007 28 2x4 1 073898 2/19/2007 28 2x4 1 073898 H 2x4 1 073898 073898 073898 073898 Remarks Resuits Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Resu11 Conforming Non-Confor 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 0370! R1rrsim 3 effective D . Ytao+ The Morm.tan provided on this report ie prepared for the egc♦,afTh hwm of t • cRerht. n f. report may not Pe reproduced le ern brood w+tlhout the %Item pen.leaion of the dkM end Kneen & Aso Project No. 066-06316 Cyt. Code 073899 Pour Date 1/22/2007 Report No. 1220/-z Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. 006-425 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.) (P) (F) (pcf) 11:00 402 753665 Flow 65 45 Placement Area Location Pile#'s 196,200,146,192,99,94,91,87,84 Sampled 55 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012207 inspector G. NaiII Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 938 F. Ash Ibs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 2309 2320 Water lbs. 460 400 Air Ent. (oz) Other (oz) 37.6 38 Other (az) 100 100 Other (oz) Other (oz) 18.6 adva Water Added on Job _ els. 70 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 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 7 2x4 3.09 18779 6,083 2 KC NIA 28 2x4 2 28 2x4 2 H 2x4 2 Design Strength 5,000 28 days Date Specimens Rec'd. 073899 1/29/2007 073899 2/19/2007 073899 2119/2007 073899 073899 073899 073899 073899 Remarks Results Reviewed 6y Codes for Break Types: 1: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM 0780 Other Test Results Conforming Non -Conforms Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form f13/0f Shave D.t. 5.(12104 The kdormadon pro+�dsd m this npo1 is prepeed for the exclusive use of the tAsit This most may not be rapoduoed al any WWII MitIOUlt the written q.nnksbn of the diet and Krazan & Maotl: Project No. 066-06316 Cyl. Code 073935 Pour Date 1/22/2007 Report No. 123U/-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 8:30 429 754185 Flow 64 47 Placement Area Location Pile#'S 33,37,83,86,90,95,97,88,89,98 Sampled 15 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012307 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cent. lbs. 940 949 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2316 Water lbs. 460 399 Air Ent. (oz) Other (oz) 37.6 38.6 Other (oz) 100 100 Other (oz) Other (oz) 18.6 adva Water Added on Job (gais.t 72 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyt. Test Field Code Date Cure 073935 1/30/2007 073935 2/2012007 073935 2120/2007 073935 073935 073935 073935 073935 Remarks Results Reviewed By Codes for Break Types: Design Strength 5,000 c 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 18074 5,760 1 BH N/A 28 2x4 1 28 2x4 1 H 2x4 Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming A 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Ferremf0f Pension 9 Effective Olde trit2AV The i fomNtlon provided on this report k prepared for the exclusive we of the ern!This report mey not be reproduced In any fomial without the written pamdsehn dills caste and Kruzen & Assoc* Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 073934 Pour Date 1/2212007 Report No. 123U/-1 Jurisdiction City of Tukwila Permit No. D06-425 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 Slump Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) 11:30 450 Flow 66 49 Unit Wt. (pcf) Placement Area Location Pile#'S 33,37,83,86,90,95,97,88,89,98 Sampled 75 cyds out of 85 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012307 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 Water lbs. 460 Air Ent. (oz) Other(oz) 37.6 Other (az) 100 Other (oz) Other (oz) Water Added on Job als Actual Weights Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM 0138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 073934 1/30/2007 073934 2/20/2007 073934 2/20/2007 073934 073934 073934 073934 073934 Remarks Results Reviewed By Codes for Break Types: Design Strength 5,000 @ 28 days Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Area 3.15 Date Specimens Reced. Max. Comp. Tested Break C.F. Load Str. (psi) Set # By Type 15640 5,280 2 BH N/A Date Reviewed 2 2 2 1: Cone 2: Cone & Sprit 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Fpm 00101 Ibvielon 3 effactlw Dake 511210 The reform on provided on this report le prepared for the exclusive use of the client. Thks report may not be reproduced le any format without the written pa,m eakr i of the Reit and Yuman & Aaaod: Laboratory Test Methods r X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM 0780 Other Test Results Conforming Non-Conformi 5: Columnar (Split) Project No. 066-06316 Cyl. Code 073938 Pour Date 1/24/2007 Report No. 12407-1 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Mostly Sunny Project Westfield Mali 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) (9 (pcf) 10:30 411 754907 Flow 62 40 Placement Area Location Pile#'s 52,30,54,55,42,65,62,93,60,51,50,49,48,105,130, 161,128 Sampled 22 cyds out of 48 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR012407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. Ibs. 940 939 F. Ash lbs. C. agg. lbs. '1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2285 Water lbs. 460 394 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 100 100 Other (oz) 18.6 adva Other (oz) Water Added on Job (gals.) 70 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM 01064 ASTM C173 x ASTM Cal X ASTM C172 OTHER ASTM C231 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 073938 1/31/2007 7 2x4 3.11 17500 5,730 1 KC N/A 073938 2/2112007 28 2x4 1 073938 2/21/2007 28 2x4 1 073938 H 2x4 1 073938 073938 073938 073938 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conformir 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Farm 03101 Meths Date 611V0 The Nionuethn provided on Ods report le prepared for Ow excluske use of the client. This report may not be reproduced In any Sonnet without the written pennisslon of 0r Ment and *men i Assoc", Kra an & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 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. Burns, MAR 01 7007 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. amue H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 0916 break Project A1o. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 063808 Pour Date 1/8/2007 Report No. 25082 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# 12:50 441 Ticket # 748931 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 65 43 Unit Wt. (pcf) Placement Area Location Pile#s 198 & 195 Sampled @ 15 cyds out of 20 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63670 inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cern. lbs. 940 F. Ash lbs. C. agg. tbs. 1 C. agg. lbs. Z C. agg, lbs. 3 Sand Ibs. 2309 2328 Water lbs, 460 289 Alr Ent. (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 939 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM 0138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Date 063808 1/15/2007 063808 2/5/2007 063808 2/5/2007 063808 063808 063808 063808 063808 Remarks Field Cure Design Strength 5,000 @ 28 days Date Specimens Rec'd. 1/10/2007 Age Dim. Area C.F. 7 2x4 3.14 0.0 28 2x4 3.15 0.0 28 2x4 3.15 0.0 H 2x4 Max. Comp. Load Str. (psi) Set # 15839 24610 23871 5,030 7,810 7,580 1 1 1 1 Tested Break By Type SW N/A SW N/A SW N/A Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% f onn osfoI ReslWn Elfedtta Code 6l12.IV The Wonrmtkn provided on this spoof h prepared for the ardudw easel the d4ri. Thio raped may not be, reproduced In any food *about Ms seinen penalnsbn of the tient and )(ratan A Assod 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) Kra an & Associates, Inc. 1501 - 15th Street rvvv 0u1i12 Project No. 066-06316 Cyl. Code 073812 Pour Date 1/9/2007 Report No. 26000 Weather Partly Cloudy Jurisdiction City of Tukwila Permit Na. 006-425 Project Westfield Malt Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. orient Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air knit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 8:20 425 749196 Flow 68 45 Placement Area Location Pile#'s 199,195A,191,149,188,141,184,180,177,197,194 & 200 Sampled @ 15 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2276 Water tbs. 460 389 Air Ent. (oz) Other (oz) 37.6 37.7 Other (oz) 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 Cyl. Test Field Max. Comp, Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 073812 1/16/2007 7 2x4 3.13 0,0 18949 5,910 1 SW NIA 073812 2/6/2007 28 2x4 3.14 0.0 28403 9,050 1 SW N/A 073812 2/6/2007 28 2x4 3.14 0.0 32828 10,450 1 SW NIA 073812 H 2x4 1 073812 073812 073812 073812 Remarks Results Reviewed By . ,. �]�.� Date Reviewed Design Strength 5,000 @ 28 days Date Specimens Recd. 1/11/2007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non-Conformin 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.Nafer13 Mottos Ome a',zo, The mbmistlon proves on OW apart le prepared for the axaknNs use of the want. Tlds report may not be reproduced In am frnnral weaut the 'mitten pentasabn of the deal and Nlezan & Aawak Krazan & Associates, Inc. 1501 - 15th Street NW Suite Tub, Project No. 066-06316 Weather Partly Cloudy Project Westfield Mal! Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 073814 Pour Date Jurisdiction City of Tukwila 1/9/2007 Report No. 26001 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 11:51 451 749450 CYLINDER REPORT Plant No. 14 Mix Slump Temp. % Air (in.) (F) Flow 68 Site Mix Air Temp. (F) 51 Unit Wt. (pcf) Placement Area Location Pife#'S 199,195A,191,149,188,141,184,180,177,191,194 & 200 Sampled @ 72 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 Inspector G. Nail! 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 2277 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 Other (oz) Other (oz) Other (oz) Water Added on Job als. 50 Actual Weights 10000 948 38.4 Field Test Methods x ASTM 0143 x ASTM 01064 x ASTM C31 OTHER ASTM 0138 ASTM 0173 X ASTM 0172 ASTM C231 Laboratory Data Cyl. Code Test Date 073814 1/16/2007 073814 2/6/2007 073814 2/6/2007 073814 073814 073814 073814 073814 Remarks Results Reviewed 8y Codes for Break Types: Field Cure Design Strength 5,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) Set # 7 2x4 3.13 0.0 19905 6,360 2 28 2x4 3.16 0.0 28468 9,070 2 28 2x4 3.15 0.0 27989 8,890 2 H 2x4 2 Date Specimens Recd. 1/11/2007 Date Reviewed Tested Break By Type SW NIA SW NIA SW N/A 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% ram 03101 ReMelon Effective NW 5117104 Tfa inlormellon poridea on this report is prepared far the ■,c u,, . dee of the dent. Ni report may not be reproduced in any fain* *about the rattan permission of the pre end Kneen 4 Assad Laboratory Test Methods X ASTM 039 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non-Conformi 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite -iuu, "a........, Project No. 066-06316 Weather Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 073813 Pour Date 1/9/2007 Report No. 26002 Jurisdiction City of Tukwila Permit No. D06-425 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 (1n.) (F) (F) (pcf) 14:35 4725 749725 Flow 68 46 Placement Area Location Pile#'s 199,195A,191,149,1$8,141,184,180,177,197,194 & 200 Sampled e7 105 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cam. lbs. 940 939 F. Ash Ibs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand ibs. 2309 2275 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) Other (oz) Other (oz) Water Added on Job . cls. 50 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dlm. Area C.F. Load Str. (psi) Set # By Type 073813 1/16/2007 7 2x4 3.13 0.0 18840 6,020 3 SW N/A 073813 2/6/2007 28 2x4 3.16 0.0 26792 8,480 3 SW N/A 073813 2/6/2007 28 2x4 3.15 0.0 27894 8,860 3 SW N/A 073813 H 2x4 3 073813 073813 073813 073813 Remarks Results Reviewed By Date Reviewed Design Strength 5,000 @ 28 days Date Specimens Rec'd. 1/11/2007 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Result: X Conforming Non-Confors 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 03101 fLviaten 3 Efiadlrs Olds 615210, The Yiormilion provided on Mkt report J. Peparel fort the exdudws use of the client. Mr royal may rot be repn4uoad In any Immo! o 0011.24A the mitten 90rn'rsspn of the dent av4 !Knew & hscoct Krazan & Associates, Inc. 1501 - 15th Street NW Stine Project No. 066-06316 Cyl. Code 073825 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 1/10/2007 Report No. 26003 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Feld 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) 8:30 445 749842 Flow 64 34 Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 12 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 941 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2345 Water lbs. 460 390 Air Ent. (oz) Other(oz) 37.6 38 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 50 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 Field Code Date Cure 073825 1/17/2007 073825 2/7/2007 073825 2/7/2007 073825 073825 073825 073825 073825 Remarks Results Reviewed By�rJ Design Strength 5,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Laboratory Age Dim. Area C.F. Load Str. (psi) Set # By Type Test Methods 7 2x4 3.15 0.0 20248 6,430 1 BH N/A X ASTM C39 28 2x4 3.15 0.0 28126 8,930 1 SW NIA ASTM C109 28 2x4 3.15 0.0 29771 9,450 1 SW NIA ASTM C617 H 2x4 1 X ASTM C1231 ASTM C780 Other Date Reviewed Test Results X Conforming Non-Conformi Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foran 03101 itevteian 7 Effective Dots 5112,04 The Woo me ion Provided or Iles report M prepared for the wrislw use of the cent. This report meg red es reproduced N wry format wgtwut the written permboian of the dent aid Klemm it Aswck Project No. 066-06316 Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA client Westfeld Corp., Inc. Cyl. Code 073826 Pour Date 1/10/2007 Report No. 26004 Jurisdiction City of Tukwila Permit No. D06-425 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) 10:30 445 749894 Flow 65 36 Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 53 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash Ibs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2309 2352 Water lbs. 460 289 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) Other (oz) Other (oz) Water Added on Job (gats] 60 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Typo 7 2x4 3.15 0.0 19718 6,260 2 BH NIA 28 2x4 3.15 0.0 26971 8,560 2 SW N/A 28 2x4 3.15 0.0 23291 7,390 2 SW N/A H 2x4 2 073826 1/17/2007 073826 2/712007 073826 2/7/2007 073826 073826 073826 073826 073826 Remarks Results Reviewed Byt2li__-- 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) Pa,m O$101 Ra,Uion 3 ERs dNe Date 5,17101 The Itionnetion provtled n Oda report N prepared for the exclusive up of the rind. This report may not be reproduced in any fond wkhoul the written permission of the client and Krazen d Mood %arum lilt n.0VVV•May.0, 11 I. •Ye 1 VaUl %' u v • • Project No. 066-06316 Cyl. Code 073827 Pour Date 1/10/2007 Report No. 26005 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 14:00 449 750103 Flow 64 35 Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 104cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 934 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2316 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 70 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1084 ASTM 0173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 073827 1/17/2007 073827 2/7/2007 073827 2/7/2007 073827 073827 073827 073827 073827 Remarks Results Reviewed Hy Design Strength 5,000 @ 28 days Date Specimens Recd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.14 0.0 15500 4,940 BMH N/A 28 2x4 3.15 0.0 22002 6,980 SW NIA 28 2x4 3.15 0.0 24302 7,710 SW N/A H 2x4 Date Reviewed Laboratory Teat Methods X ASTM C39 ASTM 0109 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 (Spirt) Measurement Uncertainties: ASTM C-39 4/- 8% Penn ostoi Renkion Medi. Date 91Z'O1 She Inionneron provided on this report is prepared las the eadwhre use of the dent. TMs report may not be reproduced In any band without Ilse mitten permission of ttN died and I ratan & Mood Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auriurrn, vv►+ a.,�.„� �..__ ___ Project No. 066-06316 Cyl. Code 073974 Pour Date 1/25/2007 Report No. 12507-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 9:50 450 755662 Flow 64 45 Placement Area Location Piie#'s 171,173,160,162,129,128,127,104,19,17,29 Sampled 12 cyds out of 40 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR411507 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 959 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2281 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) 18.6 adva Other (oz) Water Added on Job s ass. 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 Recd. 1/29/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073974 2/1/2007 7 2x4 3.14 20476 6,520 1 SW N/A 073974 2/22/2007 28 2x4 1 073974 2/22/2007 28 2x4 1 073974 H 2x4 1 073974 073974 073974 073974 Remarks Results Reviewed B - Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conformii Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Porm 03t01 Revision E1eC,. Cie &iViQr The W,,m e,n provided on tis report Is prepared for the wifely* u. of 11is chord. This report may not M reproduced in mm104111111 WINKS the written permission of the dent end Krezen & Assault • Krazan & Associates, inc. 1501 - 15th Street my alum Project No. 066-06316 Cyl. Code 073963 Pour Date 1/26/2007 Report No. 12607-1 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Stoneway Time Truck# Ticket # 9:50 411 756449 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 55 42 Unit wt. (pcf) Placement Area Location Pile#'s 18,64,41,63,40,61,39,202,150,120 Sampled 11 cyds out of 33 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR012607 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 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 2284 400 38.4 100 18.6 adva 72 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 5,000 @ 28 days Date Specimens Recd. 1/29/2007 Cyl. Test Field Code Date Cure Age Dim. Area C.F. 073963 2/2/2007 7 2x4 3.15 073963 2/23/2007 28 2x4 073963 2/23/2007 28 2x4 073963 Fi 2x4 073963 073963 073963 073963 Remarks Results Reviewed By._._. Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39+1- 8% Max. Comp. Tested Break Load Str. (psi) Set # By Type 18295 5,810 1 SW N/A 1 Date Reviewed 1 1 Fpm 03101 RaSYlon a Effective O. 611L0+ Ter Pdamsebn Melded on thh rapwt k prapsed for the .31 , ra ute of the dent. rmt lePod may not be reproduced In any fwmrt Mlhdd tin Ilen penniespn of die dant and Krum d Maack Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conformer 5: Columnar (Split) Project No. 066-06316Cyi. Code 074010 Pour Date 1/29/2007 Report No. 1 `LVI 1 - Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 10:25 426 757283 Flow 68 36 Placement Area Location Piie#'s 34,35,96,92,85,32,36,260 Sampled 44 cyds out of 80 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR012907 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 952 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg, lbs. 3 Sand lbs. 2309 2308 Water lbs. 460 394 Air Ent, (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) 18.6 adva Other (oz) Water Added on Job ais. 75 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM 0231 Laboratory Data Design Strength 5,000 aG 28 days Date Specimens Reerd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074010 2/5/2007 7 2x4 3.15 20201 6,410 1 SW NIA 074010 2126/2007 28 2x4 1 074010 2/26/2007 28 2x4 1 074010 H 2x4 1 074010 074010 074010 074010 Remarks Results Reviewed By /� � Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conformii 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 El saRM Or. 5112mr The Yiam.bon poNded on des report Is prepared far the exclusive u.. or the dent. Thie report may not be reproduced in say forma *coin,. widen piner>ti client end Krazan & Asaocc Project No. 066-06316 Cyl. Code 074Q08 Pour Date 1/29/2007 Report No. 12907-2 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 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 Ternp. Temp. Wt. Time Truck# Ticket# % Air (in) (F) (F) (pcf) 12:55 442 757400 Flow 66 40 t Placement Area Location Pile#'s 34,35,96,92,85,32,36,260 Sampled 68 cyds out of 80 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR012907 Inspector G. Nailf Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 971 F. Ash Ibs. C. agg. lbs.1 C. agg. lbs_ 2 C. agg. Ibs. 3 Sand lbs. 2309 2281 Water lbs. 460 393 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) 100 100 Other (az) 18.6 adva Other (oz) Water Added on Job (gals.) 70 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0237 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 074008 2/512007 7 2x4 3.15 18224 5,790 2 SW N/A 074008 2/2612007 28 2x4 2 074008 2/26/2007 28 2x4 2 074008 H 2x4 2 074008 074008 074008 074008 Remarks Results Reviewed Bye Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C7B0 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 4-1- 8% 1, ono 03101 R.wloo a E. .OW 5/12/0 The arknrdlon PreWeed on this mime It prepared forme Moieties, a of the deem. TNa read new not be raproduc d h my format Without She written permission at the rent and Kr*zan & /weed Krazan & Associates, Inc. 1501 - 15th Street NW Suite lug:), read,~..,, Project No. 066-06316 Cyl. Code 074023 Pour Date 1/30/2007 Report No. 13007- Weather Sunny .jurisdiction City of Tukwila Permit No. 006-425 Project Westfield Mali 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 CYL.NDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:15 411 757775 Flow 60 30 Placement Area Location Pile#'s 259, 31, 35 Sampled 15 cyds out of 35cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR013007 Inspector G. Naill Reported Batch Data Design Actual Weights Weight: Mix No. 10000 10000 Cam. lbs. 940 947 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2309 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 100 100 Other (oz) 18.6 ad, Other (oz) Water Added on Job als. 75 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. Cyl. Test Field Max. comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074023 2/6(2007 7 2x4 3.15 16523 5,250 1 KC NIA 074023 2/27/2007 28 2x4 1 074023 2/27/2007 28 2x4 1 074023 H 2x4 1 074023 074023 074023 074023 Remarks Results Reviewed Syzj Date Reviewed Laboratory Test Method X ASTM C39 ASTM C109 ASTM C617 X ASTM 0123 ASTM C780 Other Test Resu Conformin Non-Confc Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Faro 4101 re.wwn a effely. Date &rZ The eeonnslion provMed an trek report Is papered for the eddrwiv• w. of the dere. The report may not be reproduced in cry faunal without B,e ratan pamssbn of the dent rte Kieran i Asaoce Krazan S. Associates, Inc. 1501 - 15t1 Street NV aunts ivy, r,..,,w..., .... _ __. , Project No. 066-06316 CyI. Code 074018 Pour Date 1/30/2007 Report No. 13007-2 Weather Sunny Project Westfield Mail Expansion Location Seattle, WA client Westfield Corp., inc. Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Wield 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) 1;20 m088 118231 Flow 58 48 Placement Area Location Pile caps grid line 10 at 7'3" N of E.7, E.7, G.8, H & J Sampled 5 cyds out of 14 cyds placed. Remarks Grout placed by grout pump. Please refer to Field Report No. 6316DFR013007 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water tbs. 279 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gain.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Code 074018 074018 074018 074018 074018 074018 074018 074018 Remarks Design Strength 4,000 © 28 days Date Specimens Recd. 1/31/2007 Test Field Max. Comp. Tested Break Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 2/6/2007 7 2x4 12.56 48916 3,890 2 SW N/A 2/27/2007 28 2x4 2 2/27/2007 28 2x4 2 H 2x4 2 Results Reviewed ByDate Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM 01231 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% Fdrm 65141 Revarion 3 Effective fate 0(12JO[ The Worm/Mon pw'eMd on this report is prepared for the exclusive use of the client. This report may not be reproduced in try format .oho.* the wren perMasion of the died and Krersr i *moot 'Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 15, 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 February 6 through February 14, 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. LI")muei H. Hyatt Project Manager Puyallup Division SI-Ili/pm CC: Westfield Corporation, Inc., Attn: Robert Gross ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 93371 • (253) 939-2500 • Fax: (253) 939-2556 & Associates, Inc. GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION FEST+NG ANO iNSPECTtON DATE: "�-� �. Di PROJECT #: D&d PROJECT: LOCATION: S k CFRPtet-_ t au_- KRAZAN PROJECT MANAGER: /< • C� FIELD REPORT NO: 0 30 CONTRACTOR: jgvat,\ JURISDICTION: G-'0 ,ky,,,-4.;,,m PERMIT #: 71 rtta -2yg INSPECTOR: C,,AtATLJ, WEATHER: C.,6.<rv,ct 1 TEMP: .5-Z °Jz ,IXE7.:14,codtcac cehf e--7, M4 111 •r sr.• o4 s tr5 As 1a.e .gsrer, -o .e e.,.t lop dFvs R r rcc� SO ra. Per p�a��orr-ten `sfl 44 6 ar z� ca*P y i7 6 � �:�fr( i, S7 L ivny ceza o.� :s Y F: ' Y et.. i?., % 17), - %1 # r (P V44/ 1 Ceres P ,G. ? AT SI `Pt 5tftiei- 1S4rnP{�>r CIrreirM if -J(4. ? sir," C,' ->V sap s 9Y ' CXL 4e&Ls f0 < Tegrr rrrt› R cu rC C2? ' 7 Co 00 of 121D o / O FDA--rt.-7--p• _LAT A .► Equipment/Asset Number(s): to the best of my knowledge. the AS NOT performed in accordance with the approved pians, specifications, and regufatory requirerfei Superintendent/Representative: Technician: Serving the Western United Stales f>ui Field R,p•,rt doe Ren,gon Effective Date` ?r'`11 fl a rntnrrnnorni pr: vurril =hr, report iy preparetl t ,r the CAC 0,1111e US2nrthr ciienr. This report Intl,/ unr be repnxircceil in tlnu Inner,¢ .virhilir rhe wnnen penn{,._.urt ni he cGenr anti Kr:uan At,�;.�wivre, Z & Associates, inc. GEOTECHNICAL ENoNEl;RrNG • ENVIRONMENTAL ENOINEEPING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #'d-o-0G31Cv PROJECT; LdF'sTFxi S. CezaPE2. LOCATION:S. . rpt- KRAZAN PROJECT MANAGER: J< -C . G . FIELD REPORT NO: b 5 J 14 CONTRACTOR: (ya‘.E_\ [,a,,,5�'- JURISDICTION: i cE, 71444=c PERMIT #: 042 - ZYs'" INSPECTOR: i . MAi _ c_ WEATHER: C4-0y,,,i..-\ TEMP: s 2d F Df2i..rF,J G2 dLf5 "a f`n r.S=i F,' AS REi.1v-F53',ce f3 1146 G,r+i 6z,oc72 DS YL.3 Rtav-tib #rt--✓5,fF,c'r1`,n ME/7 :Th 714c Go N-rgA c71,,,c-- NiztzPn. P 2,6 ,t ZJ PEt1c�QrrNs•o 'Dr Pee77 •✓ $ 1'eE 17-Niolecr-,6 S''EFC-- cZ 6FS' Jt+c, TPr.r,?KS Ma,vLj-4RO d�r� �� C�f�s..i"7C,�[� -p Pe. c MC'N�7 (4c r2EsiEEz-. rrc.r a$ 7Z 4'G' 170/17,x' 1x9/4 ' i"", ,s5/ X8:4 &7 � 3 + ZZa 2-7 / 27/ 3 ,o ?.i � � � 3 � J / 23 � / 3 S�,r F �'� cF Tr. a A) Q ?' - t7Lnres 7) -F r 173, cAiv 1 S -s 7Y CIG.rurxi mac. i'rFsT.zwG 'RGc e2Fr.[ (g d ZCce41 44- -7'6`1' DATA LEquipment/Asset Number(s): To the best at my knowledge thecBS NOT performed in accordance with the approved plans. spec/f+cations, Superintendent/Representative: Technician: Serving the Western United States egulatory requirerr f5(! Field Repnn.drx Revision 1 Effective pate 5/15,111 The InInnnati,m provided on i1 is report is prepared for the ext Iasi ve use of the client Thin report may not he repnxtuecd lit any format without the written pemtit,srcm of the client and Kn1ztn & Krazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2.- "s -4 7 PROJECT #: eC - DG11 Lc, PROJECT: 1,-rfisVF z -,c) T�2 LOCATION: 5, c -"w zL KRAZAN PROJECT MANAGER: _ ) -G. G • FIELD REPORT NO: bib ( 4 CONTRACTOR:I /al � �s JURISDICTION: ctn. PERMIT #: f)z & 2.4'5" INSPECTOR: G. N,oi WEATHER: relocai.N. Cc et��a TEMP: 5 aF ID") S 6" rac `� A e.` F , .terr a i t'�i-2 2� RFZ' +4...-0 4 CYZ, C P-676 ..t r3J.11E—s Fra. cv - Pe t,21„ Z(1 12.9 f Qcr 3 a6 ' Za y -r Av>c ccn� p.r'cs„t-�=r� 7)9--T4 r., f2 c z�.� S��Gt Des-re',4 ere. ?2"2 S , ( 53/39_- f y.c.Fzc-.57 ' reE A:5 q / )1 2Corf/�3$ 23o/f4," z __ ' 2 orfs Pr 1—Fs -o d C-ir•-•Ptt-7F Pet ?2f Sa AcZ as 3 P`3_, 3� SAr-%01.-er)C-��.,n""' ar c -o sl 2- SATS a -i 77 _ C a to 5 F -rS'-Zrz...- C, fit -'FE -G CJZ4 Z'raaSv f 25a 1 Fat TE- ITh ai . C!3 e r - -? Sfp4 2rcf C e 42.c- �tccr �i'� � .r,$ t'3 C G.1� 3 5 L f fi Pcn,t.S 4 CP -A- 2S -a Co a D AT' A. oc /5 126'6-42.E, Equipment/Asset Number(s): 7o the best of my knowledge, the Supeantendent/Representative: 1501 Fled Xrlrurr.dnr regulatory requirerrar4a Serving the Western United States Rete+ion I F:I'fective Date. 5,25;05 The i1) oe .h, t•n,n 1.. prepnn4 for the : rrxi.iive u.e of lb{ .lhen[- This report may tug :x reprr.luces$ 11) .my torntat .v,lhunt the written permt+sirvt .,f :he Mien. and Krevxu Nt rio.it,fate; Kr3r1 & Associates, Inc. GEOTECHNICAL ENG.,ERllv, • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: Z, 9-07 PROJECT #:211-4d- o Ge VL. PROJECT ln7tss 7cac-e..-3 Cr47e LOCATION: _ S . CiSAnr?-z... c -1r4 KRAZAN PROJECT MANAGER: KE,G FIELD REPORT NO: b J b CONTRACTOR: JURISDICTION: CZi t. T'ic.tC* -L 2 A PERMIT#: ,Ddcc-2yS INSPECTOR: WEATHER: ? ' Gt�� ,a TEMP: G Z' c' A.szi=a'r o� 5 As 72CS-Q•NCG'sT .ls, --7-1-46 PcT,t Prz--2S0 ��•- ��CP�] �QrrCitC 7v5�Eci'S�+ aj 'ri /LoT T' ?C,era 5 P6 - ar_ _vz 4 �y-.y-) a ?,07E sZ-c zr''� j'3 " 'c., r P4zbC G s - 14 PErrn .e. Ptcs s C/, ')111.1 > 2.05 '/ Z3 4/6" 2103/4/6,5, 2Z Coo 3/5/ T J(4,15/41s1 s-7 2 6/1 T ?33 4/2' .s' 5' 6- 317/ 317/ Li/ eters 72) 22,actco fez_ RA./ .54 RF -j: *i 78,1 SeT z5ice' S _ RLcFetE e' Cg 2.Saeo } * 25o6,2 FAL -;-,5-7-A • Equipment/Asset Number(s): To the best of my knowledge, the irrty WAS NOI performed in accordance with the approved plans, specifications, and regulatory requires. Superintendent/Representative: Techntcia 1501 Field Rn!arrr,ior Serving the Western United States Ettttthrice Date- Ihr inn mt;dtinn nr.-v guru on this -,non N Prepared tor the carlvtiye use of the client This report may nut ,r reprodoe d in any format wnhullt the written permission of the client tad Kw.tn A;;sxcumr,_ & Associates, Inc. GEOTECHNICAL ENGINEERING " ENVSRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: "P,.-0 PROJECT #: 063.16 PROJECT: Gs1-t-s7- 'ieil( _W'4 / E31011,10.0.0k, LOCATION: g..)4.61 -14e4.). r�+1411 KRAZAN PROJECT MANAGER: k-. •or. FIELD REPORT NO: 6 5 9 2 b CONTRACTOR: .p K fw tpy'grr^y.c *Tari JURISDICTION: 7iAKwM1.7 tvkt PERMIT #: •17 �Jt�" INSPECTOR: )v,7;- - it��Kt�.y WEATHER: C(fc4,,e+162-- TEMP: rY1 s ez-rer- #r, S,4c. 14_4 )2 e7‘44.4 4 -rel r 61n.GrreAc. re4A-teP1r•• he?S�r&we*,s ,7 F 1/442" p ge,01 i4 01,4 ?°'1c. 449/6 14,4.,s 4•2'T ,. 9-7S(`? S It'rti., 6 5- 8.4- 4- K- K- t it - S -s l cAe-, (OW,re)te, wAS ph41--e - 0+4 pr-c.er 141,4,e_ fri/re.,41440,Caiiy il td1 e4 cd Wr 14 PI rF ret- 044 j c 1 .� +Y1 r� )01) P't 1 > tpp .i ple, efilP z-fecoLe, / r t we.,. -e "44 k.e et r 77,... etw.i41-101.1 4C ILA- (entry-ek+G olw4/ -07-: i,h- `' p+ls- 7aaKtc., eokrst'Sr o4 4 i.r Cm,,,.. c. cSr- e:yccr...c4.r, s 64-s ..--- 44-e-- (0,1 01,-,...6,„ •Srr-uiwigs- Y-c.,W- fies9 s t -/r- *9 C{ft u.+.El4r- 1Z.I_ ps - - . S ' -1, V 7 r`u `1. £ W (0, 2U�G. S-i4W*11k. trsiA�.�^4- 4-r.-6 7- 12, 41Af7-, 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 regulatory requirerpfirtla. Superintendent/Representative: !3A4 Find Reprn7.d r Serving the We Re, Ftfecuve Date 91.5573 - nreourrd fi.r The ,•ci lua,••c a.,,r »l the tum ihiy repot muv rnl be reprrx4uced in.my krrm.JF wrrh<mt the weisteu prrm,c run 011,11f. :hem .urd Kr:,z,in & assix,ele�. & Associates, Inc. GEOTECHNICAL ENGINEE9':NG • ENVIRONMENTAL. ENGINEERING CONSTRGCTON TESTING AND INSPECTON FIELD REPORT NO: b J b ( DATE:2 - /2-1,7 CONTRACTOR: /3/34e.,\Co...a71". PROJECT #: R(2 JURISDICTION: Cr'7- PROJECT- tdes7Fr- , 5• C'rr7 PERMIT #: D om- v.(5 - LOCATION: S Gere INSPECTOR: G,ivo� KRAZAN PROJECT MANAGER: 14 WEATHER: Pr' TEMP:fl c' —4, F. ')s rPf ' '2 t r ' D -I Curr- 'n.ci t � % ��r�- ou^C cps 'a<s� -ivS t=722,4/ %-� C� rT 2err+Jar.rSE '7� i.�� -'Anis _yo 5PPe$ tYNe7 z`%f►, :*lLr�C�"'a� Ta Vim* 4 � e ��i P,iGE'r Cr' atX r► Cr� V �, o,� �c �-► 6 ,PzS Tic -4 c Yrao,-.S' --) p PLA s' c"s•r �a� �FC � ?� " j ,(PSA 169 f 'f $ J%37/ , 3145(11 -' / to 7/'/ ? , /57/4 7 J } 24/1,2'r i f -i 7 j celye 12.47/4 V, 1/39 /f°!2', I/ifT 5-" +rF�en 1�rc�s 7c. BE >'FA ?EL- �G�,rt P SS5'trCS •4.1x7 l RFs 313 3�_S7 c6' 5 Z#". r A. A' Cie- 24)47 3 go 2 So Cog ,C -i`7 s'a A+'15 pScZ x21" Er) SIT5i- r, rz- - P.1-1•- C P r Ge 4,0c $C A— 4:32. StpEr- 5t17114-1- r 4) 7- 2 GG 7,(0/ "t ' i K 5t 5,2 -T (1?S') F31K 1-4ctfAi 72, A5 s io' h -e•5 - Equipment/Asset Number(s): To the best of my knowledge, the we AS AS NOT performed in accordance with the approved plans, speciflcaticns and regulatory reguiremiA1 Superintendent/Representative: TechnICian: Serving the Western United States 150) Firlrl RCYpruP HT. -live Date •r�4�� 311e ir=rnrrn.uion ,'r ' ukr3 on 9-- of the axnr- 7;ns rcprrt rnav mit be rcpn, uccr! ;n .utY irntoat wittuntt rhe written pcmn,t, z >i the client and Kraz:r,t & asw,t rata an & Associates, Inc. GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANC {NSPECTION DATE: 13.01 PROJECT #: Cagto^ O4731 i# PROJECT: IAeSPFZ6'- ga 4 Cgr7 - LOCATION: S. CSi:PEat.C 7 L KRAZAN PROJECT MANAGER: X G • FIELD REPORT NO: b . b t 1 CONTRACTOR: 8i416.,‘ JURISDICTION: ern.! 7._KrG/J PERMIT #: o4-2_4 INSPECTOR: G, "4,4=3_ WEATHER: onvc TEMP: s P'r..ij.rCc!?J rT•f= 063Inta,57F0 Ati TtAF. Cs...; ,aTri F�-� XE7.1,1rrca2CE c2rCj2 j T P G; �. , 2- 37.• 'R3 P4,•1,-ncr 3e0 09-s1.L-r.,4(, C}c -r- rs.rU PPNcr-ru•-r=te c.)c s --E< fai•.c . c tPzc c(rcC, e/1)(' S-114/,'"'";_22/3�� )213s//v 'j Q,/`iif 4y/4'6', 3Jy/i '2q/'/f4'e&/yifsj ra3/s/2,s-', its/391, IT fS' 3e ?Lace.° i Pc s Jr, .1i r-eS p,�Q Os'X13- 3T- - 5'n�. PCP Aa C7 2. 5E75 2b.or cid crraPz$ Re'FE e Cid' 2Z4 ;Z J c,._ -r7' DATA �l�(20.n - 1e=swot- Jai cr'"� a c Prr.� co, ,� rN ,,err -G S'h'e.._ e/319" 111/41m/7.4? �)die,p,8, JJ17,7, Pol di g,) , fin i3/// f Q iln 13/1)2- - igEVE.,13te Re 1-6-e 'X 436 Com flfr-C Pie- ?_4 2' Sc,_� . Ar. -9( (m,.4-cRBr Art 0 CAST j S6-7-4 c 4{x b� C" Gr- -rlC^"t+a Cle' 25a7.5- Fn. -ms7 DnTA- Equipment/Asset Number(s): To the best of my knowledge, the abo WAS NOT performed in accordance with the approved plans, specatidf regulatory require Superintendent/Representative: Technician: Serving the Western United States i i)f Fiefd Rrlro,dvc t Effective Dale: 5r25,( ihr iaall utl.m ,v. r.:ed m 1., report ,. prepared fur Ehr eaatuaive ur,c 4 the client. Thin xport :nuy not he tcpnklnced in ,iny tinnitul without rhe written penni.,e m .he Jinni and Krum & A.a;uciutrs. I<.I'aZ21I1. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPfcTiON DATE: "V/V07 PROJECT #: ©_p(Q Q043/ PROJECT: f.Cir81/41-ifir1d fl7,// e/17-Pe/7 LOCATION: 3 c d t4' MM an Y" KRAZAN PROJECT MANAGER: 55+1' FIELD REPORT NO: 6 5 6 U Z CONTRACTOR: JURISDICTION:e 4' y, 'r7 PERMIT #: v B!, Z, VS INSPECTOR: rra , 6/e - WEATHER: EJGla/ '40,`'/C'Q.h TEMP: 4 O 447".:v're etJ reec,/e/d-rc/ , 74.410 Avezr ri G lo►- iored_lt lWat/-*W11r71,44.7 € J Jc 4✓ �,� €2441frweeoloiPor , v.4 � ar��r� t�'` rete-4ru-,t ✓ ey,ee rtrrue ,lcr»►../ r/40, 4� nda.h ,Irrpr!Gu d/ .e 7og..0,--1461Gk .4r sr jfeoetee enrf ~ysvr ti cJAr'lGU/:.E�!A CSS 4.4- - /72;-A-1 J 'r7cit 44L6%‘e00 '©c3D / SA ec e ¢0 A1024÷,- -er›.).---fes e 4.1 (V • 7 ' 'f-•fc/�C1'G/�'!� /7'] rr �'�� pf►1 � 5P, rsa 4 Z (P/ / s7w'l� ��I �`� f ) f�% l �"'�� �i 5/5 // �'/ T %�r 1 lefrrii72 eG yeiik/ce/exi e4.'74 hae2e e -a/ fr `.51&1' r 7�4ryt s//%%7,/%'✓ th Cr iJ G ' J/'' ole /Y?evi i iri i /77 c /['i cv Ire m 4,11/47creefr- 4er/e....L e iS¢1e p i , art dr' 41'7 ' 2, 4 Equipment/Asset Number(s): To the best of my knowledge, the cbovid' WAS NOT performed in accordance with the approved plans, specifications and regulatory requirement Superintendent/Representative: Technician: %,me J A Serving the Western United States 1501 rir41 Report.d.. Revhdon I Effective Dare 5!25I15 The information provided 0!, this report is prepared for the exclusive use of the client. This report mag not he repnrdured in any furmat wtthuur the written pcmusrion Of the chew and Kraom & . ,vis-rres I< razan �` & ASSOCIATE S, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 8, 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. Bums, RECEJVED WAR 01 2007 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 February 1 through February 5, 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. amuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 tX' 16 dfr I(.razaii &AssoCiATEs,... GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG(NEERINNG CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR020107 DATE: 2-1-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Both Center Mali KRAZAN PROJECT MANAGER: K.E.G. PERMIT NO: INSPECTOR: D06-245 G. Nail! JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 47 F Driven Grout Piles Arrived on site as requested by the contractor to perform Driven Grout Pile inspection, In conformance To project plans and specs. 1) Met with the contractor to verify piles to be Placed. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting Andplacement of pile #'s reported as (pile#/depth) 336/78', 314/77', 288/78', 201/63', 151/58.8', 121156', 15135' Revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference Concrete report 26006 For test data. 4) S.A.K. in process of excavation of pile caps and setting forms in preparation for placement Of resteel and concrete. 5) Dewitt is in process of chipping down pile tops to grade forpile cap. Reinforced Concrete 1) Performed visual inspection of reinforcing steel pile caps and Grade beams at grids Line J.8 from Line 8.6 to12 and Pile caps Line 9 at J, H, G.5, E.5, E revealed resteel to be complete per plans. 2) Sampled concrete for testing and cast 3 set of 4x8 cylinders for testing reference Concrete report 25112, 25113, 25114 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 repuiren(s, Superintendent/Representative: Technician: George NaillISteve Taylor 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. €I(1'1Z2LJ.1. FIELD 8~ASSOCIATES,INC. REPORT NO.: 6316DFRU20107-2 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2-1-07 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: D06-245 G. Nails LOCATION: Both Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 47 F Structural Steel On site as requested by the contractor to perform Structural Steel inspection, In conformance toproject Plans and specs 1) Performed visual inspection of installation of temp columns near grid A.815.5and A.819.5 Revealed epoxy anchor to be installed per plan and RFI # 516 and welding to be complete per Plans an d AWS D1.1-2006. Equipment/Asset Number(s): To the best of my knowledge, the above WAS / WAS NOT 0 performed it a000rdance with the approved plans, specifications, and regulatory Superintendent/Representative: Technician: Geori a 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. ---1.'14(r azo. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 'y-2 PROJECT #: 6--O&3f4, PROJECT: it{651sEi-r) . Ce� LOCATION: 5 KRAZAN PROJECT MANAGER: R. MELD REPORT NO: bib/1 CONTRACTOR: SALEvi JURISDICTION: C1 PERMIT #: Doc, -2#S` 1"141<vfz t -/z. INSPECTOR: n�;axc L WEATHER: fr TEMP: 1f1' F.r,�cF04-er-o (or tGf2 err ASz tveo s op .as ep rite, Js. ,Jo. app; •Th:'•..rr� ,.J Cer.eca PriAp-ccPi c T Pz/z."1- PPGp,1 ,* 9.fra7lir I S3 / s To —7 y -yC.ENCF C2-4- 2frC°7 ,� ir'S—% 11-16 Equipment/Asset Number(s): To the best of my knowledge, the age k WAS NOT performed in accordance with the approved plans, specificati Superintendent/Representative: Technician: d regulatory require,ts. Serving the Western United States `Uf Ficfr! Rent ReriNu,n I Effeeti o,ue 51'2016 The information prcvided •m this repnn :, prrpsred tnr the exclusive uu• of the cltenr. This repnn may not be reproduced in any format without the written ptr mxsInn nt the client and Kctzan d n,wci.ne� c`1 & Associates, inc. GEOTECHNkCAL ENGINEEPiNG • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 2 -5` -col PROJECT /4- pCgEo-ZD(a/ to PROJECT: (nLE'gi icirz 7 s- CFN z-- LOCATION: C. CCr+T77L rroat.c_ KRAZAN PROJECT MANAGER: K E' . G • CONTRACTOR: FIELD REPORT NO: b b Conrx! JURISDICTIONCzr� i`Se.,< c.A PERMIT #: r c INSPECTOR: C . &c .-i _ WEATHER: CL-4,1...c)cr TEMP:7 ar iNIZR-a r1 114 Ssir AS L,r —9E cjZ 4- P-e=z-eFa-M-`5f t- -7--, i �,J►i.rC,E .a 1? • m r : ;,J i- C .17A 7henzet. —l'� Y e..rczi KOrzA;.J ?4. s 2 ?i- '?...lir Vr.5-o c__ srPir0Ad esc PssP Cs ac ' S FS- C-a;ms i//rfoi E/i 2 f E%7 fit) F.y1 Z Rc--trA jsTc— -F — AT;r., PLAt5 ber # 1/20 Sh i.Fc›a� �....rcr�F7t.4 ons ' j SErag 1 1( G y Loi -06-2,5 '�' Cy '1 7`'s-F(`12c"CF cg --4E 2 'S , IrS) - DATA Equipment/Asset Number(s): To the lest of my knowledge, the WAS NOT performed in accordance with the approved pians. specifications, and regulatory requirePfs Superintendent/Representative: Technician: Serving the Western Unites States /51A Field Repurciirm• kt.: sion 1 Effective nate: 5r15,1li The huunagi.m pnwided m tilt, :el7un it prepared for the exclu<;ve use uF the client. Thi: report may not he reprociaceil In any formai .vithcwl 'ITC written ocnni,sirrn of the chew .Hill Kracan Krazan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 15, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter RECEIVED Seattle, WA. 98188 MAR 012007 COMML T RE: In Process Inspection Report Cep 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. Samuel H. Hyatt Project Manager Puyallup Division SH}IJpm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 ..1140-.a.. v. •• 1•1011 1WY, • . ........... Project No. 066-06316 Cyl. Code 073834 Pour Date 111112007 Report No. 111U/ Weather Sunny Jurisdiction City of Tukwila Permit No. D06-425 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. 11 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:50 422 Flow 72 Placement Area Location Pile#`s 181,185,139,189 Sampled 5 cyds out of 50 cyds placed. Remarks Placed by grout pump. Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 940 940 Com. ibs. 940 934 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. lba. 3 Sand lbs. 2335 2336 Water lbs. 460 422 Air Ent. (oz) Other (ox) 100 100 Other(oz) 37.6 37.6 Other (in) Other (oz) Water Added on Job • els. 40 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1084 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 073834 1/18/2007 073834 2/812007 073834 2/8/2007 073834 073834 073834 073834 073834 Remarks Results Reviewed Design Strength 5,000 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.15 0.0 13015 4,130 RT N/A 28 2x4 3.018 0.0 30063 9,860 KC NIA 28 2x4 3.074 0.0 32395 10,538 KC N/A H 2x4 0.0 Date Reviewed •? "`L( Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Result X Conforming Non-Conforr Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 41- 8% Fpm 03101 Reehion 3 Eired4ee Sr72I01 The Worrnolion Morbid on ties report 4 prepared forint exclusive use of the slant. This report may nor be reproduced in any format ethout the written permission of the then[ and Kamen t: Aesoci •11.•R�Raa Ys'w.�vvaR�r•+�, 1••M• 1VV 1 — •VNI VSs v v. - -_- Project No. 066-06316 CyI. Code 074057 Pour Date 2/1/2007 Report No. 26006 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-425 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) 12:45 409 759626 Flow 64 47 Placement Area Location Pile#'s 336,314,288,201,151,121,75 Sampled 23 cyds out of 35 cyds placed. Remarks Placed by grout pump. Please refer to Field Report No. 6316DFR020107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 948 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2308 2310 Water Ibs, 460 379 Air Ent. (oz) Other (ex) 9.6 Other (oz) 37.6 38 Other (oz) Other (oz) Water Added on Job • als. 90 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Reed. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074057 2/8/2007 7 2x4 3.074 0.0 19392 6,304 4 KC N/A 074057 3/1/2007 28 2x4 4 074057 3/1/2007 28 2x4 4 074057 1-1 2x4 4 074057 074057 074057 074057 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 -Conforms; Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fane03101 R4 Jon 3 Modes Dole &12(II0 The odor nutisn previa,/ on this report to prepared for the ezoiusire use of the cent. The, report nosy not be reWodooed h amy format + Itho, the written permission of the Asti and Krezan & Asaoc# Protect No. 066-06316 Cyl. Code 074051 Pour Date 2/1/2007 Report No. 25112 Weather Clear Jurisdiction City of Tukwila Permit No. D06245 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) 17:15 M069 180216 4-1/2" 59 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 20 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. Ibs. 1 1860 1868 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1520 Water Ibs. 334.5 292 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 C23t 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 12.56 48956 3,900 1 KC N/A 28 4x8 1 28 4x8 1 H 4x8 1 074051 2/8/2007 074051 3/1/2007 074051 3/1/2007 074051 074051 074051 074051 074051 Remarks Results Reviewed Bye Date Reviewed p? Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non-Conformir Codes for Break Types: 1. Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Spit) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 RWYMon 3 Et,WN% Dale 3114/0' The Monndkn provided en this nowt is stewed for the eretlusMe ire of the tient This repod rosy ^el he reproderoeil In any towed *trod the writhe, ps misann of the tient end Kreian & Mead; _ •'t. .-l4.OV.r,oma, 11 IM. Project No. 066-06316Cyi. Code 074052 Pour Date 2/1/2007 Report No. 25113 Weather Clear Jurisdiction City of Tukwila Permit No. 006245 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) (1=) (pcf) 1:45 M092 180223 5" 60 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 62 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. tbs. 564 568 F. Ash Ibs. C. agg. Ibs. s 1860 1852 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1420 1508 water lbs. 334.5 281.4 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job ale. 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 Ig28 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 074052 2/8/2007 7 4x8 12.56 42986 3,420 2 KC N/A 074052 3/1/2007 28 4x8 2 074052 3/1/2007 28 4x8 2 074052 H 4x8 2 074052 074052 074052 074052 Remarks Results Reviewed By — Date Reviewed ? Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conform Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fenn 03101 Revision 3 EReayw Dies SIM/ The Information poNeed en this report Y prepared !sr bre easlusMe urs entre tient The report miry reA be repaduced r any term* Mahout the wenn pe mesion of the dent and Wean & Aiwa .v. -.•-tea.. v. 1,.oavv.caw.0, .. .v. .vv . . vim. • v-...••• . _ - Project No. 066-06316 Cyl. Code 074053 Pour Date 2/1/2007 Report No. 25114 Weather Clear Jurisdiction City of Tukwila Permit No. D06245 Project Wesifeld 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) 2:30 M001 118306 5" 54 51 Placement Area Location Concrete placed at pile caps and grade beams. Sampled 113 cyds out of 130 cyds total. Remarks Concrete placement complete per plan. Please refer to Field Report No. 6316DFR020107 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cent. lbs. 564 584.5 F. Ash lbs. C. agg. lbs. S 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1506 Water lbs. 334.9 319 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 0173 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 074053 2/8/2007 7 4x8 12.56 42224 3,360 3 KC N/A 074053 3/1/2007 28 4x8 3 074053 3/1/2007 28 4x8 3 074053 H 4x8 3 074053 074053 074053 074053 Remarks Results Reviewed By - Date Reviewed -2 "-t� ff Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM 0780 Other Test Results Conforming Non-Conformir 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 Revision 3 Effective Ode stung u/0a The information provided on this report k prepared for the exclusive use of dee dis.. This rowel may not ter reproduced in any friend wtt o,A Mrs written pemEasion of tr dart and Krazan d Aasec Protect No. 066-06316 Cyl. Code 074076 Pour Date Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila 2/2/2007 Report No. 26007 Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 14:45 135 180294 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 5" Mix Temp. (P) 57 Site Mix Air Temp. (F) 48 Unit Wt. (per) Placement Area Location Pile's 11.1/J,05, 11.1/G.9, 11/F, 12/G.9, J/12 Sampled 19 cyds out of 21 cyds placed. Remarks Placed by tailgate chute Please refer to Field Report No. 63671 Inspector S. Taylor, Jr. Reported Batch Data Design Weights Mix No. 01600 Com. 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 (or) Other(or) Other (oz) Water Added on Job als. Actual Weights 01600 559 1852 1536 30 Field Test Methods x ASTM 0143 ASTM C138 x ASTM 01064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Test Code Date 074076 2/9/2007 074076 3/2/2007 074076 3/2/2007 074076 074076 074076 074076 074076 Remarks Results Reviewed By Field Cure Design Strength 4,000 @ 28 days Date Specimens Recd. Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone Area C.F. 12.58 Max. Load 48699 Comp. Str. (psi) 3,870 Tested Break Set# Sy Type BH N/A Date Reviewed a d� Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conformi 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +I- 8% pmm 031 01 k:atabn Effective Date 5/1210. The Y4nmulbn provided on nee report is prepared for the udueMe use or the Tient. This report may not b. r.producied In any karst without the written permission of the client and Kraven & A.eock l'razan sk Associates, Inc. 10in • IOtn atreei Project No. 066-06316 Cyt. Code 074041 Pour Date 2/5/2007 Report No. 26008 Jurisdiction City of Tukwila Permit No. D06245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Cloudy 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) (pct) 13:25 132 180342 4-1/2" 61 47 Placement Area Location Pile Caps 11IE.6, E/12, E.7/12, F.4/12 Sampled 5 cyds out of 10.5 cyds placed. Remarks Placed by chute. Please refer to Field Report No. 63672 Inspector S. Taylor, Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cm, lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water )bs. 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. TestField Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 074041 2/12/2007 7 4x8 12.23 60639 .117410• -4;:11— KC N/A 074041 3/5/2007 28 4x8 Y,4,r' 1 074041 3/5/2007 28 4x8 1 074041 H 4x8 1 074041 074041 074041 074041 Remarks Results Reviewed Date Reviewee ,. / Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non-Conforrrk 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 klwwkn a Etfettive Moth 5t12 0, The Niomaetion provided on 1111s neat le preps for the exeiedve use of the dent This meat may not be reproduced h Dry format welnul the within permission of the dent end Krazan & Amok Krazan & Associates, inc. 1501 - 75th Street Mal vv auuc Project No. 066-08316 Cyl. Code 074043 Pour Date 2/6/2007 Report No. 26009 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. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (In.) (F) (F) (pci) 13:17 78 118312 4-1/2" 56 52 Placement Area Location Pile cap and grade beam 10/K -M.6, L/11.1 & L/12 Sampled 15 cyds out of 81 cyds placed. Remarks Placed by boom pump Please refer to Field Report No. 63673 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01 600 Cern. lbs. 564 563 F. Ash Ibs_ C. agg, lbs.1 1860 1850 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1418 Water Ibs. 279 269 Air Ent. (oz) Other (az) Other (oz) Other (az) Other (oz) Water Added on Job • als Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM 0173 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 7 4x8 12.51 51138 4,090 1 KC N/A 28 4x8 1 28 4x8 1 H 4x8 1 074043 2/13/2007 074043 3/6/2007 074043 3/6/2007 074043 074043 074043 074043 074043 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 -Conform 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +!- 8% Form 01101 Revision 3 Efledfre Data ail VW Th. intonation wand on this npoR is prepared for she .scau k . use of 0,s deet Ms sport may not 6e repmdu d r eny bon( *thou( Die vMien parnisston atria cilad and Kazan & Assota • Krazan & Associates, Inc. 1501 -15th Street NW butte uo, F,uuue v., ..- Project No. 066-06316 Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 074092 Pour Date 2/6/2007 Report No. 26010 Jurisdiction City of Tukwila Permit No. D06245 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) 14:58 135 180444 5" 56 52 Placement Area Location Pile cap and grade beam 101K -M6, L/11.1 & L/12 Sampled 65 cyds out of 81 cyds placed. Remarks Placed by boom pump Please refer to Field Report No. 63673 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cent. lbs. 564 563 F. Ash lbs. C. agg. lbs..' 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1408 Water lbs. 279 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job tgals.l 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 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 074092 2/13/2007 7 4x8 12.51 59465 4,860 2 KC NIA 074092 3/6/2007 28 4x8 2 074092 3/6/2007 28 4x8 2 074092 H 4x8 2 074092 074092 074092 074092 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-Conformin Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Rem 0313r1 Residon 3 Weave Wee 5f12!0.1 The i7fennadon sarrichtf an this report is preyed tar the exclusive use a(tM dent. TNs report may not be repod,oed in may lora[ without the saktan pamwasten of the dent and Kraran 6 Mame KraZA & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION February 2, 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 'MAR 011QU1, c&9 j 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 January 15 through January 30, 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, uel H. Hyatt roject Manager Puyallup Division SUH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 06356 d(r -Krazan- &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR011507 DATE: 01-15-07 CONTRACTOR: Batey Construction PROJECT t 066-06316 PROJECT: Westfield South Center Expansion PERNNr NO: 006-245 INSPECTOR: G. Naill LOCAT1oN: _ Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Clear TEMP: 33 F. Auger cast Piles _1. Met with the contractor to verify piles to be placed. 2. Discussed with contractor cold weather placement of Reinforcing steel during sub -freezing Temperatures that rested must be heated to remove frost and ice. 3. Contractor primed pump and drilled first auger hole upon attempting to pump hole the line was Plugged attempts to clear blockage were unsuccessful and after approx 2 hours placement for tl Day was cancelled. 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 SuperintendenuRepresentative: Technician: George Nadi Offices Serving the Western United States Form 1501 1%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 permis t of the client and Krazan & Associates. IK1'2L.Z2UT1 &AssOCIATEs,INC. GEOTECHNICAL ENGINEERING I. ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION GATE: 01-16-07 PROJECT w 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR011607 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Naitl JURISDICTION: City of Tukwila WEATHER: Cloudy, Snow TEMP: 33 F. •_ _ Auger cast Piles _1. Discussed with pile contractor whether or not piles would be placed today, and was advised that Pile placement for today was on hold for a batch plant stand by to determine if they would be Supplying concrete today. 2. Was notified by pile contractor at 12:00 pm that there would be no piles placed today. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 perfomeed in accordance with the approved plans. specifications, and regulator egaireme,* 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. IUKraZ aZ &AssocIATEs,INc. GEOTECHNICAL ENGINEERING* ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 01-q-07 PROJECT is 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER K.E.G. FIELD REPORT NO.: 6316DFRo1i4O7 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR G. Nail! JURISDICTION: City of Tukwila WEATHER: Clear TEMP: 33 F. Driven Grout Piles _1. Met with the contractor to verify piles to be placed. 2. Performed visual inspection of pile reinforcing steel tendons and cages, monitored driving and Groutinj and placement of resteel piles 175,131, 163, 133, 134, 137, 111, 204, 203, 164, 152, 122, 119, 148, 117, 115, 113 revealed piles to be placed per plans and RFI 383 3. Sampled grout and cast 2 sets of 2x4 cylinders for testing reference report 5316CR011707-1, 631 6CR011707-2 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 p ans. specifications, and Superintendent/Representative: Technician: George Nai Offices Serving the Western United State Form 150E 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. QKrazan BAssociATEs, „me. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFRO11807 DATE: 1118107 CONTRACTOR: Galey Construction PROJECT ft: 06&06316 PERMIT NO: X06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Cloudy TEMP: 39s F. Driven Grout Piles Arrived on site as requested by the contractor to perform Driven Grout Pile inspection, In conformance t Project plans and specs. 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of Pile Reinforcing steel tendons and cages, monitored driving, groutin And placement of resteel pile #'s 132, 135, 136, 108, 107, 74, 75, 76, 110, 78, 79, 112, 81, 57 Revealed Piles to be placed per plan and RR # 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR011807 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 regu Superintendent/Representative: Technician: George Nail! Offices Serving the Western United moo 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 m any format without the written permission of the client and Krazan & Associates. kr2Zarl &ASSOCIATES, 1N C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1/19/07 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER K.E.G. FIELD REPORT NO.: 6316DFR011907 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER: Cloudy , It rain TEMP: 42 F Driven Grout Piles Arrived on site as requested by the contractor to perform Driven Grout Pile inspection, In conformance Projectplans and specs. 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting ar Placement of pile #'s 53, 56, 82, 114, 80, 77, 109, 73, 106, 138, 149, 118, 147, 116, 58, 59 reveal Piles to be placed per plans and specs and RFI # 383 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR011907 for Test data. Equipment/Asset Number(s): To the best n1 my knowledge, the above WAS ®/ WAS NOT 10 performed in accordance PAM the approved plans, specifications, and regulato Su Live: Technician: George Nail! 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 permis of the client and Krazan & Associates. Q-Krazan &AssoclATEs,tNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1/22/07 HELD REPORT NO.: 6316DFR912207 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER K.E.G. INSPECTOR: G. Neill JURISDICTION: Citi of Tukwila WEATHER: Cloudy , TEMP: 45 F Auger Cast Piles Arrived on site as requested by the contractor to perform Auger Gast Pile inspection, In conformance Project plans and specs. 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting Placement of pile Vs 196, 200, 146, 192, 99, 94, 91, 87, 84 revealed piles to be placed per plar and specs andRFl#383 3) Sampled grout and cast 2 sets of 2x4 cylinders for testing reference report # 6316CR012207-1 6316012207-2 for Test data. Equipment/Asset Number(s) To the best of my knowledge, the above WAS ® /WAS NOT Q performed in accordance with Me approved plans, speciicaiions, and reg ents Superintendent/Representative: Technician: George Nail Offices Serving the Western United St Form 154 Effective Date: 5-2 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 pent of the client and 1Crazan & Associates. Q--Krazan 8ASSOCIATEs,1NC. GEOTECHNICAL ENGINEERING + ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR012307 DATE: 1/23/07 CONTRACTOR: Batey Construction PROJECT 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Partly Cloudy TEMP: 49 F Auger Cast Piles Arrived on site as requested by the contractor to perform Auger cast Pile inspection, In conformance t Project plans and specs, 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored drilling, grouting al Placement of pile #'s 33, 37, 83, 86, 90, 95, 97, 88, 89, and 98 revealed piles to beplaced per pk And specs and RFI # 383 3) Sampled grout and cast 2 sets of 2x4 cylinders for testing reference report #'s 6316CR012307-1 6316CR012307-2 for test data. Equipment/Asset Number(s): To Etre best of my knowledge, the above WAS 1 WAS NOT 0 performed in accordance with the approved plans, apedtications, and regula Superintendent/Representative: Technician: George Nal Offices Serving the Western United Stat Form (501 Effective Date: 5-2! 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 permb of the client and Krazan & Associates. KrazaZ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION FIELD REPORT NO.: 6316DFR912407 DATE: 1-24-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 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: 40 F Driven Grout Piles Arrived on site as requested by the contractor to perform Driven Grout Pile inspection, In conformance To projectplans and specs. 1) Met with the contractor to verify piles to be placed. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting ar Placement of pile #'s reported as (pile#/depth) 52142', 30140', 54142.8', 55/43', 42153', 65155', 62152.8', 93/55.8', 60/48.7', 51/38', 50/35', 49/33.9', 48/32.5', 105/38.7', 130/43', 161/47.1' Revealed piles to be placed perptans and RFI 383 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR102407-1 for Test data. 4) S.A.K. in process of excavation of pile caps in preparation for placement of resteel and concrete. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®1 WAS NOT Q performed in accordance with the approved plans, specifications. and regut Superintendent/Representative: Technician: George Naill Offices Serving the Western United Form /SOI r, Effective Date: 5-25-0 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(1a21.tTI &Associms,iNc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTfNO AND INSPECTION DATE: 1-25-07 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall FIELD REPORT NO.: 631610R012507 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: _ K.E.G. WEATHER: Cloudy TEMP: 45 F Driven Grout Piles Arrived on site as requested by the contractor to perform Driven grout Pile inspection, In conformance To project plans and specs. 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting And placement of pile #'s reported as (pile#/depth) 171146,9', 173/50', 160145', 162/48', 128/42.5', 129/43.5', 127/40.5', 104/401', 19/39.8', 17/35.9', 29/37' Revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR102507-1 for Test data. 4) S.A.K. in process of excavation of pile caps inpreparation for placement of resteel and concrete. 5) Dewitt is in process of chipping down pile tops to grade for pile cap. Equipment/Asset Numb-. (s): To the best of my knowledge. the above WAS ® f WAS NOT © performed in accordance with the approved plans, specifications, and regu � Superintendent/Representative: Technician' George Nat Offices Serving the Western United States Farm 1501 r. t Effective Date: 5-25-0' The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any fortnat without the written permission of the client and Krazan & Associates. '- KraZan &AssocIATEs, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1-26-07 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFRO12607 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR: G. Nal LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 42 F Driven Grout Piles Arrived on site as requested by the contractor to perform Driven grout Pile inspection, In conformance To project plans and specs. 1) Met with the contractor to verify piles to be driven. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting Andptacement of pile #'s reported aslpile#/depth) 18/36', 64154', 41/52', 63/52.8', 40/46.5' 61149', 39/48', 202/66', 150/59.1', 1210156.9' Revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR102607-1 for Test data. 4) S.A.K. in process of excavation of pile caps and setting forms in preparation for placement Of resteel and concrete. 5) Dewitt is in process of chipping down pile tops to grade for pile cap. Equipment/Asset Number(s): To Me best of my knowledge, the above WAS .+ / WAS NOT Q performed in accordance with the approved plans, specifications. and regu Superintendent/Representative: Technician: George Nair Offices Serving the Western United States Form 150! r. Effective Date: 5-25-0 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. QKraZ`1 FIELD S�AssoclAY�s,lric. REPORT NO.: 6316DFRO12907 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 1-29-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mali INSPECTOR: G. Nail) JURISDICTION: Cibt. of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 40 F Auger Cast Piles Arrived on site as requested by the contractor to perform Auger Cast Pile inspection, In conformance To project plans and specs. 1) Met with the contractor to verify piles to be Placed. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting And placement of pile #'s reported as (pile#ldepth) 34/56', 38163', 96/65', 92/67.5', 85/54', 32/56.5', 36/59', 260/76' Revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 2 set of 2x4 cylinders for testing reference report # 6316CR012907-1 an_ c 6316CR012907-2 for Test data. 4) S.A.K. in process of excavation of pile caps and setting forms in preparation for placement Of resteel and concrete. 5) Dewitt is in process of chipping down pile tops to grade for pile cap. Equipment/Asset Number(s): To the best of my knowledge, the above WAS =4 /WAS NOT (] performed in accordance with the approved plans, specifications, and regulato Superintendent/Representative: Technician: George NaiI1 Offices Serving the Western United States Form 15OI r.l Effective Date: 5-25-0' 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 8c Associates. -i(raZ 1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 1-30-07 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DF 8013007 CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: D06-245 G. Nail! LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 30 F Auger Cast Piles Arrived on site as requested by the contractor to perform Auger Cast Pile inspection, in conformance To protect plans and specs. 1) Met with the contractor to verify piles to be Placed. 2) Performed visual inspection of reinforcing steel tendons and cages, monitored driving, grouting And placement of pile #'s reported as (pile#/depth) 259/74', 31/50', 35160', Revealed piles to be placed per plans and RFI 383. 3) Sampled grout and cast 1 set of 2x4 cylinders for testing reference report # 6316CR013007-1 For test data. 4) S.A.K. in process of excavation of pile caps and setting forms in preparation for placement Of resteel and concrete. 5) Dewitt is in process of chipping down pile tops to grade for pile cap. Reinforced Concrete 1) Performed visual inspection of reinforcing steel pile caps at grids Line 10 at grids E.7,7'3"N of Line E.7, 0.8, H & J revealed resteel to be complete per plans and RFI # 420. 4 Sampled concrete for testing and cast 1 set of 4x8 cylinders for testing reference report # 6316CR013007-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS lid 1 WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative: Tecfmician: George Nail! Offices Serving the Western United States Form 1541 r.l Effective Date: 5-25-4° 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 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 24, 2007 KA No. 066-06316 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, R� ��—�fZ-5 CEVED FEB 01 2O 07 DEtoclowszar 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. uel . Hyatt Project Manager Puyallup Division SHHlpm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 Cyt. Code 063645 Pour Date 12/18/2007 Report No. 26380 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) (pct) 9:10 402 742718 Flow 65 33 Placement Area Location Pile #'s 267,294,343,351,269,347,354,388,386A Sampled @ 13 cyds. Remarks Placed by grout pump. Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2336 Water lbs. 460 354 Air Ent. (oz) Other (az) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 50 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 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 063645 12/25/2006 7 2x4 3.14 24653 7,850 1 SW N/A 063645 1/15/2007 28 2x4 3.15 28920 9,180 1 SW N/A 063645 1/15/2007 28 2x4 3.15 27716 8,800 1 SW NIA 063645 H 2x4 1 063645 063645 063645 063645 Remarks Results Reviewed By Date Reviewed l —a? 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 +I- 8% rave 0,1101 Rndyon EIlwMe Doe firma The tiHomMton welded on this IOWA Y prepared kr are exclusive use of IM tile!. The report may not be npoduc*d In any 1oani vlIhous a,e rotten pu,m scion of the client and Kramn & Aawck Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063646 Pour Date 12/18/2006 Report No. 26381 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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. Tirne Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:55 400 742969 Flow 64 41 Placement Area Location Piles # 267,294,343,351,269,347,354,388,386A Sample taken at 71 cyds out of 90 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64222 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cam. lbs. 940 942 F. Ash lbs. C. agg. lbs. 1 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 327 Air Ent. (oz) Other (oz) . 37.6 38.2 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 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 063646 12/25/2006 7 2x4 3.15 23020 7,310 2 SW NIA 063646 1/15/2007 28 2x4 3.15 32126 10,200 2 SW N/A 063646 1/15/2007 28 2x4 3.15 30755 9,760 2 SW N/A 063646 H 2x4 2 063646 063646 063646 063646 Remarks Results Reviewed By J Date Reviewed %"d p Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 l .ddon 3 iltecdlr. Orb 5117/01 The tdonmdon provided on thin moon Is mond for flee sub** kno of Ins deaf. marl Tey nuf be reproduced In any found without tho wAten pamhuhn of Um dad and Krean & Maack Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063652 Pour Date 12/19/2006 Report No. 26383 Jurisdiction City of Tukwila Permit No. D06-425 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 Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pct) 14:00 402 743205 Flow 65 45 Placement Area Location Piles # 387,385,360A,335,381,286 Sample taken at 65 cyds out of 80 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64223 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 938 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water lbs. 460 375 Air Ent. (oz) Other(az) 37.6 38 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 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 063652 12/26/2006 7 2x4 3.14 16855 5,370 SW N/A 063652 1/16/2007 28 2x4 3.17 22307 7,040 SW N/A 063652 1/16/2007 28 2x4 3.07 20663 6,730 SW WA 063652 H 2x4 063652 063652 063652 063652 Remarks Results Reviewed By Date Reviewed /—.4 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 fte leion 3 gueaW. Date 5H7101 The inbmrtlon p,widad on this report is prepared for the exclusive urm of ten dent. Tile report may not M nrproduced , arty foment *trout 0» wren permission of 0n duel and Kiera, & Awoce is.razan es Associates, Inc. 15U1 - 15th street NVV suite lUb, Auburn, WA ill3U1.12, (453) 939-LbUU Project No. 066-06316 Cyl. Code 063675 Pour Date 12/20/2006 Report No. 26384 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 9:38 408 743539 Flow 62 41 Placement Area Location Piles# 270,293,348,346,268,295,350 Sample taken at 15 cyds out of 74 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64224 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 951 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water lbs. 460 375 Air Ent. (oz) Other (oz) 37.6 38.4 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 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 063675 12/27/2006 7 2x4 3.15 18139 5,760 1 SW N/A 063675 1/17/2007 28 2x4 3.14 30277 9,640 1 BMH NIA 063675 1/17/2007 28 2x4 3.15 28922 9,180 1 BMH N/A 063675 H 2x4 1 063675 063675 063675 063675 Remarks Results Reviewed By Date Reviewed /`'z? Laboratory Test Methods ASTM C39 X ASTM C109 ASTM 0617 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% Fo,m 03101 Radslon 3 !Ibdw. Dr. antiw 7h. Ydomrtlon prorldd co 1hlS r.ped k mend br the Oidisire u.e of the dot. This report may net he reproduced any beet without the wren pe.n union of the and * Kann a Mood Af 41.44411 OL MStelJUlt11eS, If IV.. I 10111 oureeL NYY 3UIW my, MMAUUrn, YYA VOVUG, 1.40.31 1:140-L3UU Project No. 066-06316 Cyl. Code 063676 Pour Date 12/20/2006 Report No. 26385 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. 006-425 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) 14:05 408 743780 Flow 63 45 Placement Area Location Piles# 270,293,348,346,268,295,350 Sample taken at 72 cyds out of 75 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64224 Inspector G. Naill Reported Batch Data Design Aetuat Weights Weights Mix No. 10000 10000 Cem.Ibs. 940 948 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2356 Water lbs. 460 316 Air Ent. (oz) Other (oz) 37.6 38 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 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 7 2x4 3.14 19774 6,300 2 SW N/A 28 2x4 3.14 26840 8,550 2 BMH N/A 28 2x4 3.15 28118 8,925 2 BMH NIA H 2x4 2 063676 12/27/2006 063676 1/17/2007 063676 1/17/2007 063676 063676 063676 063676 063676 Remarks Results Reviewed By Date Reviewed a q Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 X 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 Mac*, Data 5112/0e Th. Information provtl.d on Me report 1 p>perad kr 8r eoieYre rue dew olent. The upon new not bo r.prad.oed in my formal without the written permission of the dent nal Mem 8 AHocb Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063790 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Pour Date 12/21/2007 Report No. 26386 Permit No. 006-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Supplier Stoneway Time Truck# Ticket # 8:20 442 743934 MORTAR/GROUT REPORT Plant No. 014 Flow or Grout Slump Temp. % Air (In.) (F) -- Flow 68 Grout Box Used Number of units used to form specimens No Site Mix Air Temp. (F) 46 Initial Max/Min Temp. (F) Placement Area Location Pile #'s 353,386,360 Sampled @ 3 cyds of 50 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 64225 Inspector G. Nail! Reported Batch Data Design Weights Actual Weights Mix No. 10000 10000 Cern. Ibs. 940 949 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2332 Water lbs. 460 374 Air Ent. (oz) Other (oz) Other (oz) 37.6 38.2 Other loz) Other {oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data pressure. Code 063790 063790 063790 063790 Design Strength 5,000 @ 28 days Cross Mid Pt. Out of Section Max. Comp. Test Width Height Plumb Area Load Strength Date Age (in) (in) (%) (pressure) (lbs) (psi) 1/9/2007 7 2x4 4.000 0.0 3.14 21101 6,720 1/19/2007 28 2x4 4.000 0.0 3.13 23913 7,640 1/19/2007 28 2x4 4.000 0.0 3.13 23256 7,430 H 2x4 4.000 Remarks Results Reviewed By� Date Specimens Rec'd. 1/8/2007 Set # 1 1 1 1 Tested By SW SW sw Date Reviewed /r .4 ? Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 ASTM C1019 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 C109= +I-10.7, ASTM C1019= +1- 14.4% Fenn atm RNAeien 0 Ell.olho f7.M t2107/02 Th. We.wrYon podded on Shin repo i popred for the .dwhv u.. of Warne. 7Na wort nwy rex e. repndue.d w any Wow Wiwi dr warn p.nnlobn (fhb oY.nl Ind Kraut, i A.aod.l.a Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 063808 Pour Date 1/8/2007 Report No. 25082 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 12:50 441 748931 Flow 65 43 Placement Area Location Pile#s 198 & 195 Sampled @ 15 cyds out of 20 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63670 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Com. lbs. 940 939 F. Ash Ibs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water Ibs. 460 289 Alr Ent. (oz) Other (oz) 37.6 38.2 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 5,000 © 28 days Date Specimens Rec'd. 1/10/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063808 1/15/2007 7 2x4 3.14 15839 5,030 1 SW NIA 063808 2/5/2007 28 2x4 1 063808 2/5/2007 28 2x4 1 063808 H 2x4 1 063808 063808 063808 063808 Re marks Results Reviewed By O.— Date Reviewed /If—di? 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% Fon 47101 Rwisbna E$.cava Dao. 6!17/01 The Ydonnet m reveled m 11111 Moe is prepared for the *hauls wed the ck d. This molt may not be reproduced hay kms %ghoul the vet ten pe nYnbn of the dent ad Krazan d Mame tcrazan ii Associates, inc. 1bt11 -lbtn Street NW Suite 100, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 073812 Pour Date 1/9/2007 Report No. 26000 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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) 8:20 425 749196 Flow 68 45 Placement Area Location P iI a#'s 199,195A,191,149,188,141,184,180,177,197,194 & 200 Sampled @ 15 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2276 Water lbs. 460 389 Air Ent. (oz) Other(oz) 37.6 37.7 Other (oz) 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. 1/11/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073812 1/1612007 7 2x4 3.13 18949 5,910 1 SW N/A 073812 2/6/2007 28 2x4 1 073812 2/6/2007 28 2x4 1 073812 H 2x4 1 073812 073812 073812 073812 Remarks Results Reviewed By �7 Date Reviewed % —`11? 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 WW1 Revision 3 EllectM Dee. iflbC' The Wormatlon provided on dee report r prepared kw da aediulye u.0 ot the ave. The neat may nal be reproduced In any format withord Ihe wrtl.n p.rmanion of tla dirt end Wenn d Amok nrazan at Associates, inc. TOUT 7Dtn utreet NYV suite rub, Auuurn, WA iitsUUL, (103) lij9-"LODU Project No. 066-06316 Cyl. Code 073814 Pour Date 1/9/2007 Report No. 26001 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Partly Cloudy 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) 11:51 451 749450 Flow 68 51 Placement Area Location Pile#'s 199,195A,191,149,188,141,184,180,177,197,194 & 200 Sampled @ 72 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 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. Ibs. 3 Sand lbs. 2309 2277 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 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. 1/11/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 1/16/2007 7 2x4 3.13 19905 6.360 2 SW N/A 2/6/2007 28 2x4 2 2/6/2007 28 2x4 2 H 2x4 2 073814 073814 073814 073814 073814 073814 073814 073814 Remarks Results Reviewed By�� Date Reviewed /^'q Laboratory Test Methods X ASTM 039 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 Review 3 03 Wr. Deb 0117101 7h. Ydormetlen marked en ape neat r pnpred 1er0m ewe ire cite dime- This .port romy not pe reproduced In. my lean rr5hod are written p.nnir.bm of are dent and Knurl & Amuck Krazan 21. Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 073813 Pour Date 1/9/2007 Report No. 26002 Weather Rain Jurisdiction City of Tukwila Permit No. D06-425 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 Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % AIr (in.) (F) (F) (pcf) 14:35 4725 749725 Flow 68 46 Placement Area Location Pile#'s 199,195A,191,149,188,141,184,180,177,197,194 & 200 Sampled @ 105 cyds out of 120 cyds total. Remarks Placed by grout pump. Please refer to Field Report No. 63668 Inspector G. NallI Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2275 Water lbs. 460 389 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 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 Recd. 1/11/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073813 1/16/2007 7 2x4 3.13 18840 6,020 3 SW N/A 073813 2/6/2007 28 2x4 3 073813 216/2007 28 2x4 3 073813 H 2x4 3 073813 073813 073813 073813 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% P am 03101 n -.7 rade. Ode 6112/0e . Th. Menn.Non provided on tlhle report k prwt.ed lathe excludes ise of the der. TYs report may not b. reproduced Yt ley tome! %lame the venire p.nniebq of Modell rd Komar & Assad ..� mar 1 ut r►'Javt.tat,ca, W .. I.dU 1 - 14111 uu v121. Irirt aunn Dov, uMUYN111, rrn oowL, tea. j ova-LaIM -Protect No. 066-06316 Cyl. Code 073825 Pour Date 1/10/2007 Report No. 26003 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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 # 1 Air (In.) (F) (F) (pcf) 8:30 445 749842 Flow 64 34 Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 12 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 941 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2345 Water lbs. 460 390 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) Other (oz) Other (oz) Water Added on Job (gais.) 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 Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x4 3.15 20248 6,430 1 SW N/A 28 2x4 1 28 2x4 1 H 2x4 1 073825 1/17/2007 073825 2/7/2007 073825 2/7/2007 073825 073825 073825 073825 073825 Remarks Results Reviewed By�- Date Reviewed 1—' 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% Forth 07101 Revision a Effedtve Dote Ma/O+ the INornadon provided on IMF report k prepared for the exclusive use of the dent. The report may not be reproduced in env brine without the raeten permission piths dere and Krish 4 Moods sMas.a I k awOV►.fca►Od, e11►.. I.6611 IOW ..21.11701. s\11 JUlW IVU, MYIIY11I, 11/1 DOW/4, tcaa) 0.10.4:J111.1 • Project No. 066-06316 Cyl. Code 073826 Pour Date 1/10/2007 Report No. 26004 Jurisdiction City of Tukwila Permit No. 006-425 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 Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 10:30 445 749894 Flow 65 36 Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 53 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash Ibs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 2309 2352 Water Ibs. 460 289 Air Ent. (oz) Other(oz) 37.6 38.4 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 60 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 073826 1/17/2007 7 2x4 3.15 19718 6,260 2 SW NIA 073826 2/7/2007 28 2x4 2 073826 2/7/2007 28 2x4 2 073826 H 2x4 2 073826 073826 073826 073826 Remarks Results Reviewed By �'? Date Reviewed % °1 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% Form v3101 Revision 3 Eledeve Ode 51121Cir The Mornwtion provkled on Mk report Is powered for the exclusive use d the dent. This report may not be reproduced lit ern, Somme wthrl lbs rotten permission of the &ere and Waw & Amore r\r dLdiI el 11bbUL:ledLCb, Ir,t . IOU l - IOW oil ul AIM ouiw RIO, MUUurU, 1VVM VODUL, (LOJ) 2!J=2-LODU Project No. 066-06316 Cyl. Code 073827 Pour Date 1/10/2007 Report No. 26005 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-425 Project Westfield Mall Expansion Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other CYLINDER REPORT Supplier Stoneway Plant No. 14 Site Mix Time Truck# Ticket # 14:00 449 750103 Slump % Air (in.) Flow Mix Temp. (F) 64 Air Temp. (F) 35 Unit Wt. (pcf) Placement Area Location Pile#'s 145,187,183,142,179,176,224,190,143,186,140, 182, & 178 Sampled 104cyds. Remarks Placed by grout pump. Please refer to Field Report No. 63666 Inspector G. Naill 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) Other(oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 934 2316 389 37.8 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. Code Test Field Date Cure 073827 1/17/2007 073827 2/7/2007 073827 2/7/2007 073827 073827 073827 073827 073827 Remarks Results Reviewed By sem. Codes for Break Types: Design Strength 5,000 @ 28 days Age Dim. 7 2x4 28 2x4 28 2x4 H 2x4 Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 3.14 15500 4,940 BMH N/A 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed %--79 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 Revision Effsd oe DOA 15012/131 The IMormlion provided anti* report is prepared for to exclusive we of the dent. This report may not be reproduced in Ley Tomeit without the mitten permission of Lie dent end Kneen 6 A.mci nrazan Associates, Inc. 7501 -15tH Street NW SUlte 106, Auburn, WA 98002, (253) 939-2500 ' Project No. 066-06316 Cyl. Code 073834 Pour Date 1111 /2007 Report No. 11107 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-425 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) (pct) 12:50 422 Row 72 Placement Area Location Pile#'s 181,185,139,189 Sampled 5 cyds out of 50 cyds placed. Remarks Placed by grout pump. inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 940 940 Cern. lbs. 940 934 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2335 2336 Water tbs. 460 422 Air Ent. (oz) Other (oz) 100 100 Other (oz) 37.6 37.6 Other (oz) Other (oz) Water Added on Job (gals.) 40 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 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 073834 1/18/2007 7 2x4 3.15 13015 4,130 RT N/A 073834 2/8/2007 28 2x4 073834 2/812007 28 2x4 073834 H 2x4 073834 073834 073834 073834 Remarks f 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) Fonn 033101 Redden et eedb• Oda 61121, 7h. Yromintlon provided an ON rroott to pregame! br the exclusive we of the dent TM. raped Indy not In r.p,ad,wad in. any bond aktw,R to attain pin of In dent ed K,azne & M$u j<„,razan r & ASSOCIATES, INC. DEC 26 206 COMMUNITY GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DEVELOPMENT CONSTRUCTION TESTING & INSPECTION December 7, 2006 KA No. 066-06316 DO6r4-4?RECEIVED 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 November 22 through December 5, 2006. 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. / Samuel . • yatt Lf Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 06716 d@ 'azat1 & Associates, -,Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGfNEERING CONSTRUCTION TESTING AND INSPECTION DATE: //- PROJECT # esCdo -o(2 to PROJECT:Lk) ESTrrEt-e>CF S LOCATION:jn..-L- KRAZAN PROJECT MANAGER: 1i .- .� FIELD REPORT NO: 6 4 4 4 4 CONTRACTOR: j3t. Lel JURISDICTION: rte, -r1 PERMIT #: TOCp 4 INSPECTOR:G,,�,,� WEATHER: PT TEMP: 4f40F .STC P 6 APU'eF.0 n4 TE _p S ea'N 5T Ec Az E F,S 57-7e jl.ap PtTEa 3 F:3e— S'7-AcL-77%-.P 4^1 f+^'10- A L rnef77 3,46: 1 AL 4 f319Lc aha;' 50 PALosa- at D&'.iTF jn iXSC cn5 £ Ec3. Q v. itba , -rPr e:s- Per- c A. / /.1SZEA- Uh 5773(277/ =s{6 7 l'e5- -r.2 fl •r r) /1+-3 � S� r r / c' rnt5.7P,s-46" FAcie4 T OF Ps7-E Equipment/Asset Number(s): To the best of my knowledge, the abcEWAS NOT performed in accordance wiih the approved plans, specifications, and regulatory requirements. Superintendent/Representative: Technician: Serving the Western U ted States 1501 Field Reriet.dor Revision Effective Date: 5125105 Kre` .Z Z &Associates, -Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 4 4 46 DATE: 1) -2't - % CONTRACTOR: 3/104LE9 C■,Sr. PROJECT #: =610 - 3i to, JURISDICTION: Ca fi 4{' "FutiNcsr-A,2t PROJECT: Inigsr7 .a 4V-CDAM ct e'i . EA"), PERMIT #: .D bee- X126 LOCATION:5-6,7m clfei7'�. . rno'-+-- INSPECTOR:a, Lt— KRAZAN PROJECT MANAGER' __M20, • WEATHER: Jr+6sil Ct ely.�t, TEMP: 33 eF ?g ,y1 4 SEs C3iv.eSTZo $ Carr Z leT - --rc, I"eusien',�1DM f ��%, Y, 4_ *NS6VG 1=a, tS6 Gil '�S, S.' c-,rGeaM ANce ,Pi►ts ./ 5fvc•r. f EYE -3 1 5 . p Mar' -r aeny-i G6tery P=•t,Es'Gotzarr L /13 L' 13/13, IT/315.9//4' 31 31/4/ "A, 6/13; A� 3115 yBi G,q/1H`A P G,9(J3AA RE- �cE ?MB bu-re T? P' T 7 f} -Z1 -DL ' cr--,,rte , s7€ -rte •3E pea_ ^xiE R .uFa‘cz ,ti Seeds, a RFT, 3$3 Slsre-tne,w, Plot s C r-� gay- 7k17:7 2EF6a61 ' C'-4 2[o3a 1 -776 11-7 Equipment/Asset Number(s): To the best of my knowledge, the abo W�WAS NOT performed In accordance with the approved plans, Superintendent/Representative: Technician: ifications, and regulatory requiremptIA Serving the Western tted States 1501 Field Repon.doc Revision l Effective Dam: 5/25/05 M.. --WA Kr -� I(.Ii'21.Zafl& Associates, -.Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: J I - V? - ° s PROJECT #: )C;. cc - 3/ (0 PROJECT:\>3 s; Rit ,r -7A•;(4 �4 • LOCATION: 5-v--7,Aa rel p il--- KRAZAN PROJECT MANAGER: 14, F. C• . FIELD REPORT NO: 6 4 4 5 5 CONTRACTOR: 114.-C-1 Cr; JURISDICTION: sck PERMIT#: Do& -y25" INSPECTOR: c, WEATHER: f LDy.r,,e) TEMP: - - C�iz �r�: DrvF J 43 \ E 0,4 ,e Ya. 1•t-iFGrv7%' Ac 1.yi._ a7tc,fZ+- r{1n�. t•%=:a--1 C.,...,r' s rn /s••,CE' la- ( c=7,— i �L e 5c 5 Pe -CS - rGT ' i i -i -1St rL - m 1i i• Z'P:r rr4;7 je e '2) C ),""Ciae--0 .01-7 I —. T- �,� f ► E ‘...4e-.0-0-160- ZCt . i„ ep - t'cte- N 0-7" Equipment/Asset Number(s): To the best of my knowledge, the abeZ32?1/ WAS NOT performed in accordance with the approved plans. specifications. and regulatory requirent& Superintendent/Representative: 1501 Field Rporr.doc Technician: Serving the Western United States Revision I Effective Date: 5/25/05 azan & Associates, -.Inc. GEOTECHNICAL ENGINEERINcp • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: PROJECT #: ("5&-c., -- 6-'3rk' PROJECT: 1,4E.Sr7rrE�)a 5.41-Ti4 CEe-;E� LOCATION: s.: CF•. ite. ,ri,sss— KRAZAN PROJECT MANAGER: K.E'.G FIELD REPORT NO: 64 4 5 6 CONTRACTOR: i3 tac E� G -c,• -s t JURISDICTION: - z74. -\•c$, PERMIT #: l7 06, w yZS INSPECTOR:.. Aj1�24 4 WEATHER: L- y ��,r�• 11—-44,44-`t2lb TEMP: 4,4 Sz74 JE,-1 Pt -1Z - Fr t-1 -Fr :rel. 7HE GoAZ:LACR'z- T�Ge��Fr� Pei--�'y,:7 VFt�.iS,\ %.Pr.�i. 1 /Ka- .3l f 3 7.3 5` 57C -6-c_ G11667-5" TE . -"c' J& ' i';44-3- ,32.i4 330,3 t �32c..t3-'� i,75 JZ77 gg5r'£F4 6.41,7-7" �' �Qx,r��� �� ��y Ace �� &. 5Ate -ei-C -T6 [rte'-) nrC & ' P� ' l 5C -7r 01r- y z y Civ -S-77 RE t e4C.r/ 't' 02-19' 2.60'7 s -- -TI ' flirts - ,-41—eC(A2 i v .i C,.c. ?_zz e ae-vx S NEE is Z0 / 2 -s9 oh 4- jpZie. ,i.WA • Equipment/Asset Number(s): To the best of my knowledge, the ogr:V7ZDNAS NOT performed in accordance with the approved plans, specifications, and regulatory requirentidst Superintendent/Representative: Technician: 1501 field Rep ri.doc Serving the Weste wnited States Revision 1 Effective Date: 5!25!05 & Associates,, -,Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 4 4 5 7 DATE: RFS- c1C9 CONTRACTOR: Len. may, -~p, PROJECT MOW,-01Io3ll' JURISDICTION:C ck PROJECT:1rt 5 5 O $aXCt% C JT .& E PERMIT #: t] oc - ge/25` LOCATION:SA- i C6,rta- fv1J - INSPECTOR: G.n/PPu- KRAZAN PROJECT MANAGER. IK.E.G WEATHER: (J.ov.,Qi TEMP: ' f Diflmvss4 G'D YZLBs _ -L-� Tkr -=45P6ei`.rsa'Jj Z J C.AoQ. r"'-ws„'-CE Ps2 t' PGArt5 70 SASCS, ME k,•=-71-; ev✓►.A CNA- l�J ( 711J? .R VY -6,..' . A�-r- 2) Prim -atm -a, v=.3 to '- S,fS6'IEc73¢04 A itssfee -- Goch. -S r 717,rP' S �rson�3' a T szr , l q It ssPLpCtse-r5 14''4( Pec ss• 41 32Sy�3o a 23'1, 7.3 C. 1,_2.71+2.7`7' - Z31 21.10 20/2) tsl3, 279,2+4(, 1 227 t2,$4.9•c Pthcca P Pte.(ce P'TrJ NirC S .,9 t a -A) s .ezz 'i'si � / s aw cg It -204e G ylr.,o -i CAST* " ASV6-& C REFees.r t -t =tam rENJ 91 r Pt7.6' DATA .SNS 11' A]Ar Go 5-134. Cog- ,zZe 'IA S) P=L. # Zya Awn E;(0 /law? Pit 6 APPRcee %y C4 r a.� .w,1'&0 tivE mop 6r 14vt5 4,114XLE' t]itsvrle& PzIO m 2.42. GAM; _6;7 h i'ste SZEa.ma s E'rrtos 52- RS iTEs» tea` A c r PA (- - Equipment/Asset Number(s): To the best of my knowledge, the a e W, NOT performed in accordance with the approved planks specifications, and regulatory require Superintendent/Representative: 1501 Field Repnrl.da. Technician: Serving the Wes ern United States Revision I EKeciive Dale: 5!25/(15 azan'2 Kr ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 4, 2007 KA No. 066-06316 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 FAN 17 2007 D Pa+>ENT 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. r-` uel H. Hyatt Project Manager Puyallup Division SIHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puuyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break nraxan et Mssociates, inc. 1bu1 - Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063527 Pour Date 12/4/2006 Report No. 26075 Weather Cloudy Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-425 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) 12:40 454 737682 Flow 66 43 Placement Area Location Pile#'S 328,330,375,383,384,331,311,307,305,326,301, 275,277 Sampled @ 32 cyds of 48 cyds placed. Remarks Placed via grout pump. Please refer to Field Report No. 64456 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 351 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) Other (oz) Other (oz) Water Added on Jobjgals.) 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 Recd. Cyl. Test Field Max. Comp. 'Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063527 12/11/2006 7 2x4 3.15 19067 6,050 1 SW WA 063527 1/1/2007 28 2x4 3.20 29514 9,220 1 JP N/A 063527 1/1/2007 28 2x4 3.20 28095 8,780 1 JP N/A 063527 H 2x4 1 063527 063527 063527 063527 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 ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 0.Mtbn 3 Mare Cele 0/17106 The Y/srrtetlnn 4ronlded On 014 report le prepared for the ewdtrhro use et the lent. Pee rest may text be reproduced H mery format dnexrl the evillest permk0Jnn of ur client meld Kr.Zrt 6 Aiwa nlacdrl a MbaulildLUS, I3U i - loth Street ray bUlte 9Ub, Auburn, WA 98UU1, (153) 938-250U Project No. 066-06316 Cyl. Code 063516 Pour Date 12/5/2006 Report No. 26076 Weather Cloudy Jurisdiction City of Tukwila Permit No. 006-425 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. Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:25 334 738218 Flow 67 46 Placement Area Location Driven grout piles 325,302,304,306,234,236,272,274,238, 240,242,243,279,246,000 Sampled 13 cyds Remarks Placed via grout pump. Please refer to Field Report No. 64457 Inspector G. Nail! 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 2328 Water lbs. 460 371 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 C231 Laboratory Data Design Strength 5,000 c 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 063516 12/12/2006 7 2x4 3.16 20820 6,590 1 KC N/A 063516 1/2/2007 28 2x4 3.20 31117 9,720 1 JP N/A 063516 1/2/2007 28 2x4 3.20 30012 9,380 1 JP N/A 063516 H 2x4 1 063516 063516 063516 063516 Remarks Results Reviewed By �J Date Reviewed / ' 7 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 1 Breath* pate sMala The Ydannadon prevailed en ilia roped is prepared ler IM exclusive use of the dant. This report may not be reproduced kr. y format without the wrlttwr pemrinnon of the dart and Kr&an i Aseod Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 063533 Pour Date 12/6/2006 Report No. 26077 Jurisdiction City of Tukwila Permit No. D06-425 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 Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 440 738864 Flow 66 52 Placement Area Location Driven grout piles 235,237,271,237,239,241,276,278,244 245,248,211,213,216,217,219 & 223 Sample taken at 32 cyds out of 50 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64458 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. 2308 2328 Water lbs. 460 372 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 40 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 Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063533 12/13/2006 7 2x4 3.15 0.0 20760 6,590 1 SW N/A 063533 1/3/2007 28 2x4 3.14 0.0 28471 9,070 1 RST N/A 063533 1/3/2007 28 2x4 3.14 0.0 27320 8,700 1 RST N/A 063533 H 2x4 1 063533 063533 063533 063533 Remarks Results Reviewed By e___— Date Reviewed %"f Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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% Porro 03101 Rerl4an 3 Effective Dale 1l12/0, The Information pointed on this report Y prepared ter the exclusIve use of the tient Thl report ney not be reproduced in oaf looted without the mitten permission at the dent and Krazan & As$ac6 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063645 Pour Date 12/18/2007 Report No. 26380 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 Project Westfield Mall Expansion Location Seattle, WA Client Westl•ield 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) 9:10 402 742718 Flow 65 33 Placement Area Location Pile #'s 267,294,343,351,269,347,354,388,386A Sampled @ 13 cyds. Remarks Placed by grout pump. Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 939 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs: 2309 2336 Water lbs. 460 354 Air Ent. (oz) Other(oz) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 50 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063645 12/25/2006 7 2x4 3.14 24653 7,850 1 SW N/A 063645 1/15/2007 28 2x4 1 063645 1/15/2007 28 2x4 1 063645 H 2x4 1 063645 063645 063645 063645 Remarks Results Reviewed By kiz) r Date Reviewed /—r Laboratory Test Methods ASTM C39 ASTM 0109 ASTM C617 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% Forret 03701 Rm4rlon 3 Elective Petr 5/12,00 The edenddon provided on OYs report Is prepared for the exclusive use of the dents. This report may not be reproduced In any format without ths written permission of the der and Krszor, S Smock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063651 Pour Date 12/18/2007 Report No. 26386 Jurisdiction City of Tukwila Permit No. D06-425 Weather Clear Project Westfield Mall Expansion Lbcation Seattle, WA client Westfield Corp., Inc. Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data MORTAR/GROUT REPORT Supplier Stoneway Plant No. 014 Site Mix Initial Flow or Grout Air MaxlMin Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 8:20 442 743934 -- Flow 68 46 Grout Box Used No Number of units used to form specimens Placement Area Location Pile #'s 353,386,360 Sampled @ 3 cyds of 50 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 64225 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cem.lbs. 940 949 F. Ash Ibs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2332 Water lbs. 460 374 Air Ent. (oz) Other (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 Other Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. Cross Mid Pt. Out of Section Max. Comp. pressure. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) (1) (pressure) (lbs) (psi) Set # By Type 063651 12/25/2006 7 2x4 4.000 0.0 3.14 20249 6,450 1 ST N/A 063651 1/15/2007 28 2x4 4.000 1 063651 1/15/2007 28 2x4 4.000 1 063651 H 2x4 4.000 1 Remarks Results Reviewed sy� Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +1-10.7, ASTM C1019= +I-14.4% Farm 04103 MOM Der IVO= The Liernrtlon provided on Mir span Y prepared ref the e.c4wlno um. of dr. effort This report may net be nopmduo.d in any limner wlhuut the wrteea p.tm6..den at the dent and wenn i A.+oci.t.. Laboratory Test Methods ASTM C39 ASTM C109 ASTM 0617 ASTM C1019 Other Test Results Conforming Non -Conforming 4: Shear 5: Columnar (Split) Mitte:Ill of Abbu idles, lou t - tail otrue[ rrvv aur a luu, Muourn, vvA youuL, (L23) 1.1.42/-e3uu Project No. 066-06316 Weather Mostly Cloudy Cyl. Code 063485 Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Pour Date 11/27/2006 Report No. 26301 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data MORTAR/GROUT REPORT Supplier Stoneway Time Truck# Ticket # 10:00 449 736074 Plant No. 14 Flow or Slump % Air (in.) -- Flow Grout Box Used x Number of units used to form specimens Site Mix Initial Grout Air Max/Min Temp. Temp. Temp. (F) (F) (F) 60 33 Placement Area Location Piles @ U13, 1.3/13,K/13, J.9/14.3, J/14A, J113 #A, J/15 #B, G.9114 #A, G.9/13A Remarks Placed via grout pump, consolidated under pressure. Please refer to Field Report No. 64446 Inspector G. Nail! 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 Water lbs. 460 Air Ent. (oz) Other (oz) 100 XR Other (oz) 37.6 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 70 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data pressure. Code 063485 063485 063485 063485 Design Strength 5,000 (g3 28 days Date Specimens Rec'd. Cross Out of Section Max. Comp. Plumb Area Load Strength Tested Break (%) (pressure) (lbs) (psi) Set # By Type 0.0 20405 6,480 1 SW N/A 0.0 29956 9,480 1 SW N/A 0.0 32581 10,340 1 SW N/A 1 Mid Pt. Test Width Height Date Age (in) (in) 12/4/2006 7 2x4 3.15 12/25/2006 28 2x4 3.16 12/25/2006 28 2x4 3.15 12/25/2006 H 2x4 Remarks Results Reviewed By Date Reviewed p Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 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 C109= +1-10.7, ASTM C1019= +/- 14.4% Farm 04103 Revision 0 Memwe Dale 12+02102 The Mrformetbn provided on tld, sport le snowed Rothe ..ohpM use of fie .Reit. 'Mkt report my not 4e isprodood kr erry former without ate wi0. , Wm^4ebn tithe dont end Kr yn & Associates Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063623 Pour Date 12/13/2006 Report No. 11132 Weather Mostly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data MORTAR/GROUT REPORT Supplier Staneway Plant No. 014 Site Mix Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. Time Truck# Ticket# % Air (In.) (F) (F) (F) 11:10 426 741644 -- Flow 71 40 Grout Box Used No Number of units used to form specimens Placement Area Location 254,252,309,284,226 Remarks Inspector K. Gordon Reported Batch Data Design Actual Weights Weights Mix No. 10000 Cern. lbs. 940 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 2309 2360 Water lbs. 460 385 Air Ent. (oz) Other (oz) Other (oz) 37.6 38 Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 Other Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Recd. Cross Mid Pt. Out of Section Max. Comp. pressure. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) (%) (pressure) (lbs) (psi) Set # By Type 063623 12/20/2006 7 2x4 4.000 0.0 3.14 17618 5,610 2 SW NIA 063623 1/10/2007 28 2x4 4.000 2 063623 1/10/2007 28 2x4 4.000 2 063623 1/10/2007 i•I 2x4 4.000 2 Remarks Results Reviewed By , Date Reviewed / Laboratory Test Methods ASTM C39 ASTM 0109 ASTM 0617 ASTM 01019 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 C109= +1- 10.7, ASTM C1019= +/- 14.4% Fenn odfa3 Revision* Effective Deb 1210242 T . Wem.Uon provided on One ..p.rr 4 sneered for the mof a we of dee client. The ninon r••1• rof be reproduced in any fame without the written aemtieeien of the diene end Krsx.n II A:K dares Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Overcast Cyl. Code 063624 Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Pour Date 12/13/2006 Report No. 11133 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data MORTAR/GROUT REPORT Supplier Stoneway Time Truck# 8:25 429 Plant No. 014 Ticket # % Air 741488 -� Site Mix Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. (in.) (F) (F) (F) Flow 69 40 Grout Box Used No Number of units used to form specimens Placement Area Location 254,252,309,284,226 Remarks Inspector K. Gordon 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 Water lbs. 460 Air Ent. (oz) Other (oz) Other(oz) 37.6 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 940 2360 385 38 30 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data pressure. Code 063624 063624 063624 063624 Test Date 12/20/2006 1/10/2007 1/10/2007 1/10/2007 Remarks Results Reviewed By Age 7 28 28 H Mid Pt. Width (in) 2x4 2x4 2x4 2x4 Design Strength Height (In) 4.000 4.000 4.000 4.000 Out of Plumb 5,000 @ 28 days Cross Section Max. Area Load Comp. Strength (%) (pressure) (lbs) (psi) 0.0 3.14 21170 6,740 Date Specimens Rec'd. Set # 1 1 1 1 Date Reviewed /—? Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +1-10.7, ASTM C1019= +1- 14.4% Tested Break By Type SW N/A Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 Other Test Results Conforming Non -Conforming 4: Shear 5: Columnar (Split) Farm 04103 Revision 0 Erliecasa Dela 12JOb02 The Meseta, provided en Ise lien Is pr.0.r.d far the .x,N,M uw al Vr dent This etpon may nal tie r.preduo.d in any Wert wahaul the written p.,,4. n of the aY.,4.d Kwan & A.eooiet., 1\2 Cl&Cll 1 YL leC1aV41atva, 11 t1.. led 1J111 VW CIVIL 111 V eiU1lW IVV, P UYi11111 ••A , %LJJf aJa LJVV Project No. 066-06316 Cyl. Code 063617 Pour Date 12/14/2006 Report No. 26082 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-425 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) (pct) 8:25 450 742047 Flow 70 49 Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at 22 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 Inspector G. Nail Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 937 F. Ash lbs. C. agg, lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 350 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 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 063617 12/21/2006 7 2x4 3.14 21437 6.830 1 JP N/A 063617 1/11/2007 28 2x4 1 063617 1/11/2007 28 2x4 1 063617 H 2x4 1 063617 063617 063617 063617 Remarks Results Reviewed By Date Reviewed (-7 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Fpm 03101 Revision 3 Effective Doh 612/0e Th. Yrormetion provided an this report r prepared for fie exclusive use d the sent This report may nal be reproduced in any formal wined On eaten permission of the client and Krezan & Maack r%I diet of moovt.scu.co, itIM. IJU 1 - IMI •lU ism roily autos IUU, /iu1Ju111, TUI% aovVL, (Lao? 000-LJUU Project No. 066-06316 CyI. Code 063616 Pour Date 12/14/2006 Report No. 26377 Weather Light Rain Jurisdiction City of Tukwila Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., inc. Contractor Bayley Construction Permit No. D06-425 Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air knit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 10:30 450 742151 Flow 71 47 Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at54 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 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 2344 Water lbs. 460 351 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 25 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. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063616 12/21/2006 7 2x4 3.15 21799 6,920 2 JP N/A 063616 1/11/2007 28 2x4 2 063616 1/11/2007 28 2x4 2 063616 H 2x4 2 063616 063616 063616 063616 Remarks Results Reviewed By te2___ Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 7 Effective Date 1/17!0/ Tlr adonnslbn provided oa thia report is armored for the exclusive use of eie dent This report may not be reproduced m err/ torrent reboot the written permission of One then! and Krazan & Assod: Krazan S Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 063615 Pour Date 12/14/2006 Report No. 26378 Jurisdiction City of Tukwila Permit No. D06-425 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) 14:45 424 742387 Flow 74 49 Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at 115 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2368 Water lbs. 460 301 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 40 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 063615 12/21/2006 7 2x4 3.14 17728 5.650 3 JP N/A 063615 1/11/2007 28 2x4 3 063615 1(1112007 28 2x4 3 063615 H 2x4 3 063615 063615 063615 063615 Remarks Results Reviewed By -_� Date Reviewed 7— P Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ports 03101 Rwfhen Effective D. atva T. Ydwm.don prewshel on pds report is prs•d fort the exclusive use of the df.,t Tds nporf may not be npoduc.d h wry bnn.t wNhori the written permission oft the deem .nd Krum & Assad: nrazan & Associates, Inc. laul - loin btreet NYY butte IUO, AUDurn, VVA Wtsuuc, tLOS) w.sv-"L"JUU Project No. 066-06316 Cyl. Code 063646 Pour Date 12/18/2006 Report No. 26381 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-425 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) 14:55 400 742969 Flow 64 41 Placement Area Location Piles # 267,294,343,351,269,347,354,388,386A Sample taken at 71 cyds out of 90 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64222 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. ibs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 327 Air Ent. (az) Other (oz) 37.6 38.2 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 Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063646 12/25/2006 7 2x4 3.15 23020 7,310 2 SW N/A 063646 1/15/2007 28 2x4 2 063646 1/15/2007 28 2x4 2 063646 H 2x4 2 Design Strength 5,000 @ 28 days Date Specimens Rec'd. 063646 063646 063646 063646 Remarks Results Reviewed By _Q Date Reviewed /- Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 Ro ieion E1fegYw Mgr 5#12101 The Yrnmatlon provided on this maid It prepared for the ertdeeh.e w et the client. This report may not he reproduced In my tonne wII out the written permission of the dent and Kruse & Assad nrazan ei Associates, Inc. 7�tll - iotn ,treet Nvv aulte 7tib, Auburn, VVA 9WJU4, (15:3) 113b-15UU Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 063651 Pour Date 12/19/2006 Report No. 26382 Jurisdiction City of Tukwila Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway CYLINDER REPORT Time Truck# Ticket # 8:00 402 743055 Plant No. 14 Slump % Air (In.) Flow Mix Temp. (F) 61 Site Mix Air Temp. (F) 42 Unit Wt. (Pct] Placement Area Location Piles # 387,385,260A,335,381,296. Sample taken at 3 cyds out of 80 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64223 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 10000 Cem. 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. (az) Other (oz) 37.6 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 941 2320 379 37.6 0 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 Test Date Field Cure 063651 12/2612006 063651 1/126/07 063651 1/16/2007 063651 063651 063651 063651 063651 Remarks Results Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recrd. Max. Age Dim. Area C.F. Load 7 2x4 3.15 28 2x4 28 2x4 H 2x4 Comp. Tested Break Str. (psi) Set # By Type 15837 5,030 1 SW 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 +1_ 8% Form 03101 Pavillon 3 Mare pale 5/17/0i Th. V onmtlon prodded on tills report k crewed for the archive. use oft the det This report may nal be reproduced In any formal withoutthe mitten permission of the .,it and Waxen & Amodi Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) nrazan 8c Associates, inc. loU1 - loin btreet NW suite lUb, Auburn, WA 91SU04, (1b3) 939-1bUU Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 063652 Pour Date 12/19/2006 Report No. 26383 Jurisdiction City of Tukwila Permit No. D06-425 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) 14:00 402 743205 Flow 65 45 Placement Area Location Piles # 387,385,360A,335,381,286 Sample taken at 65 cyds out of 80 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64223 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 938 F. Ash Ibs. C. agg. lbs.1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water lbs. 460 375 Air Ent. (oz) Other (oz) 37.6 38 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 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 063652 12/26/2006 7 2x4 3.14 16855 5,370 SW N/A 063652 1/16/2007 28 2x4 063652 1/16/2007 28 2x4 063652 H 2x4 063652 063652 063652 063652 Remarks Results Reviewed By Codes for Break Types: Date Reviewed / -r Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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% Fern p01p1 Redden a Effective Dela 5112!0, The odennetice premed en this import Y ptspred for tel .xel,Wve uw of the dart. Nil repo,[ may not he reproduced in any tomtit *Mout Or moon permission of client and Kraut' & Attach nrazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063675 Pour Date 12/20/2006 Report No. 26384 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-425 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. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:38 408 743539 Flow 62 41 Placement Area Location Piles# 270,293,348,346,268,295,350 Sample taken at 15 cyds out of 74 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64224 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. Ibs. 940 951 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2328 Water lbs. 460 375 Air Ent. (oz) Other (oz) 37.6 38.4 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 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 063675 12/2712006 7 2x4 3.15 18139 5,760 1 SW N/A 063675 1/17/2007 28 2x4 1 063675 1/17/2007 28 2x4 1 063675 H 2x4 1 063675 063675 063675 063675 Remarks Results Reviewed By c3 Date Reviewed /—p Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fern 03101 ReN1bn 7 EredM Date 5112/01 The itoneldon warbled on Mie sport Y pied for the seclusive use of the dent This sport mer not be reproduced In arty format stha! 1M written permission of the Were and Krazen & Aseoch Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063676 Pour Date 12/20/2006 Report No. 26385 Jurisdiction City of Tukwila Permit No. D06-425 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 Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:05 408 743780 Flow 63 45 Placement Area Location Piles# 270,293,348,346,268,295,350 Sample taken at 72 cyds out of 75 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64224 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 948 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg, lbs. 3 Sand lbs. 2309 2356 Water lbs. 460 316 Air Ent. (oz) Other (oz) 37.6 38 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 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 # Sy Type 063676 12/27/2006 7 2x4 3.14 19774 6,300 2 SW N/A 063676 1/17/2007 28 2x4 2 083676 1/17/2007 28 2x4 2 063676 H 2x4 2 063676 063676 063676 063676 Remarks Results Reviewed By - Date Reviewed -r Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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- B% Form 03101 Ruer4lon EOedh+ Oats MVOs The h*rmadon Molded on thle report S prepared for the eerl she lite olds oWit. This report may not be reproduced in any lomat without the written permission of the client and Krazan 8 Aston & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 15, 2007 KA No. 066-06316 Permit No. D06-245 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter RECEIVEDSeattle, WA. 98188 PAAN 2 2 2007 RE: Special Inspection UCC y ENT 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 January 8 through January 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. r* amue H Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 1)6316J& Z & Associates, Inc. GEOTECHNICAL ENGINEER3NG • ENVtAONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 'F _-rk 7 PROJECT #: Sid, -06.3//0 PROJECT: Vtesr F=€?. D 5 ' C&,_ FIELD REPORT NO: 6 3 6 7 CONTRACTOR: BAS C s JURISDICTION: C�� PERMIT #: p 04 -eif5' LOCATION: S. CSII1 - rr74i-tr INSPECTOR: rj-r4p44_,_ KRAZAN PROJECT MANAGER: PC.E.0 _ WEATHER: C ti act TEMP: i of AcK,F2C (z- P-zc-s AiLRLvoat y.l sz rE AS i c . -4-s - X5. -rrir 7,pe5.41.24.4tzl'vrGE'c-C~�S-7 Przr s S�Lu�" ,-� �-.J C ei o2e. e 1 r?l,ATP ^% ?1401..S Pic n j)! 'T \.-tea for- ,�-a � 72. V�2-z'fi pzees ?* Re- PCAcE . .mac M r. •� Pt *5 19 S /9C i G `"Z Sp,,,,QLD 4 ) .s67 d' Zits! Cfc ..,,,otze. " Fox TEs: r-'- re-EFArzeveR Cotit 2sos-Z £3/4-710,- REF p-7 - R.i er.s _4+.a64- CA -77 PICC- oS DP -Mn /-15=07 Re- j)Zte t7A i s Equipment/Asset Number(s): To the best of my knowledge, the cilZ4ZZo WAS NOT performed in accordance with the approved plans, specifications, and reguly.: requirern Superintendent/Representative: Technician: Serving the Western Unit tates 1501 Field Repo rr.drx. kwi_Nuni Effective Pate: 5125/05 The in3imndnnh provided sn this repro is prepared for the earlusive use of the client. This repro may reit be rcpn:duued in any fortnut without the written perehI+von .,f the,tenl .tnd KraDns do as osictes- -a--aKraz aZ & ASSOCIATES, INC. Page) of y DATE: GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD CONTRACTOR : SAL -6.1 Car.�S7. PROJECT #:Q 2(j -p60 L PROJECT : I.iFSPF .Ete-D .5CZ-pJ7Sn- LOCATION: S. [gNiE'Z,, mbr: KRAZAN PROJECT MANAGER: M.G. • PRESENT AT SITE: COPIES TO : WEATHER :otA-pti TEMP: PERMIT #: D pip Y3'1 DRAWING: Depth Depth 5 55 5 — - 1C+ i i 1 - w —II 15 1: 2( ? 21 1 25 i '— 7� 30 i ;( 35 — 3s 40 4( _ _ 4f i(1 { i i 4c E 5C — i 1 55 t0 60 a(bIO i PILE INFORMATION: PILE NO.: / 524 Truck # Truck Yards Time Started Time Completed Pile Diameter Zy 01( Pile Location P9 ZS Length of Pile 649 Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter Pump Yds./Stroke Pumped Volume LLr 7C'4tx,-.1 Vcra / r 74( 11, ct, 7s Ratio Pumped/Theoretical )1 Grout Head Z� REMARKS : EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Pik Recorddoc Revision 1 Effective Date 5/25!05 The information provided on this report is prepared for the exclusiveuse of the cheat. This report may not he reproduced in any format without the written permission of the client -CMZ & ASSOCIATES, INC. Page of • GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: Z?7 PROJECT #:, bb-Dtp2/, PROJECT : L,f FS7F=6t.,c, 5 C5,,2-. LOCATION : g . CEedrE2, f n s-L-- KRAZAN PROJECT MANAGER: I4r6,G CONTRACTOR : $ALC- re3rerj!' PRESENT AT SITE: COPIES TO : _ WEATHER :1,.00/1 TEMP: 93"f PERMIT #: p (j - z/is- DRAWING: Depth Depth $— j i I— 5 _ i I 1 I0 15 1' _ 24 I i ! - 20 25— 2, 30 i 3Q _ _ 35 I j i — — 3t i 4( — IS i — 45 iQ I 5C — '5 15 .0 j 60 PILE INFORMATION: PILE NO.: /9g Truck # Truck Yards Time Started Time Completed Pile Diameter ZVI/ Pile Location ) 3 5 Length of Pile _ . 619 . ' Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement bei t -mm Grout Pressure Z(2721, /va CA GE Theoretical Volume Zvi,/ Pump Counter _ i Pump Yds/Stroke Pumped Volume C ,(p Ratio Pumped/Theoretical Grout Head REMARKS : 1u, EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Piic Re ord.doc Revision Effective Date 5125/05 The information provided on Ibis 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 11111011. Kirazar1. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENvlRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 3668 DATE: i`/" 7 CONTRACTOR: Spit ` PROJECT #-CicCp- Oro3tla JURISDICTION: Cspr,� j ,x,,,, 6.00. PROJECT: W63✓C.r4SW S rC�•Tti �2. PERMIT #: utp LOCATION: 5 [ Mc. KRAZAN PROJECT MANAGER: K. A. Com_ INSPECTOR: C ,z.E„_ WEATHER: 137' Gitrh�pe ,pit,as,j TEMP: yg'F AZC.rj- C.p 2xiss Atil rNrro m As Rr •t -5T Ise [',.mo i , - Pm>e-. 134r rsr-3 z) PEaCoci,tr-.r-_c. y swPa- ] .r•rr'ae.era,G pe.rrs CJO $ S s / 9-9 19.570) / /, Piz/I QVC/ I �, J1s"/ /g'a, 17 7) J 97, Q'f IP 2,o73 Avec, ?errs RIT2rit 373 SttbrnPt.e, elti 9' 6G Y- Z 'Cy 6esf a.-vFs77r.� giorzszgm Jtizsoo t 4' icatz.7gs ' birrA. Equipment/Asset Number(s): To the best of my knowledge. the abeM51.44VAS NOT performed in accordance with the approved pians, specifications, and r Superintendent/Representative: 15W Fiord Rrr,.,1.doc Technician: Serving the Western United tates equirelnts. Revision I Effective Date. /251115 The ini.rmation provided on this report is prep:ued for the exclusive use of the client. This report may not be reprixluced in any fornwt without the written permiss,nn tit the client Kraz:tn de A;xK,atcs. '273 l & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO: 6 366 6 DATE: /0 - 07 CONTRACTOR: $pZ�,,f Ge, s -V. PROJECT #:Ordo- 0/3J fr, JURISDICTION: Cr—-ri,t,KW.2 PROJECT: t sv S__4 1 i t?2 L.. PERMIT #: I] Ott) --211g LOCATION: Si C&nT�2__ miiu KRAZAN PROJECT MANAGER: %< INSPECTOR: e; At1 1— WEATHER: arm.ON TEMP:s A sit rA 7' P226S .j sir J k.�J?F• +L l -t r¢�� +'yam 1415 i i cK71-1" 11"-1 - M i nto --4 I %gar err ► 4(ta `l Ifo t i r017 S PE -v.640 -6o 'r Eke -50 ficsecrigsz--n), c ze7 i' pis s -? 62-R c3IcZ 4sR►A tet-^iJ '. 6ee r2$ (-AN-II g _ee et, 2zgr'Ae5' ` 10 z&az56 ,Q �ss�i arm . Equipment/Asset Number(s): To the best of my know'edge, the aboAS NOT performed in accordance with the approved plans. specific Superintendent/Representative: Technician: uratory requirems. Serving the Western United rtes 1501 Field Report.doc Revision 1 Effective Date. 5125:415 Tht information provided on [hi. report is prep.acd fur the exclu.ive use of the client. This report may not be reproduced stn any format nithout the :written p:rmt..ion of the aliens and Kraum @ Ass:,lutes IKi'aZar1 &AsSOCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 01-11-07 PROJECT #: 066-06316 FIELD REPORT NO.: 6316dfr 011107 CONTRACTOR: Baley 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: Clear TEMP: 33 F. Au • er Cast Piles 1. Discussed Wether or not pile will be placed today due to the ice conditions, was requested to stand by availability of grout was in question. L Contractor started operations to place Auger cast piles at 12:00 pm . 3. Performed visual inspection or reinforcing steel tendons and cages,monitored drilling, placement of grout and resteel in piles # 181,185,139,189 revealed piles o be placed per lans and RFI 383. 4. Sampled grout and cast 1 set of 4 2x4 cylinders for testing reference concrete report # 6316CR011107 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 ents. 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<raZarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 15, 2007 KA No. 066-06316 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. wOriPv". Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 Is..1dLd11 a /MOO Vrl..Id6V0, 1114. tJU 1 - t.7ul auestrt raver auua euv, Munune, TYPi noUUL, 1LaJ) VJy-LDUU Project No. 066-06316 Cyl. Code 063575 Pour Date 12/7/2006 Report No. 26078 Weather Partly Sunny Jurisdiction City of Tukwila Permit No. D06-425 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 # 1 Air (in.) (F) (F) (pcf) 10:35 416 739308 Flow 68 53 Placement Area Location Driven grout piles 223,221,218,215,214,212,209,319 322,324,313,287,310,228 & 224 Sample taken at 12 cyds out of 50 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64458 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 934 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2320 Water lbs. 460 368 Air Ent. (oz) Other (oz) 37.6 38.4 Other (oz) 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 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 7 2x4 3.15 19650 6,240 1 SW NIA 063575 12/14/2006 063575 1/4/2007 063575 1/4/2007 063575 063575 063575 063575 063575 Remarks Results Reviewed By 28 2x4 3.14 24910 7,930 1 RST N/A 28 2x4 3.14 25321 8,060 1 RST N/A H 2x4 1 Date Reviewed /4/4, 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% Faro 03101 north* Dab 5I17101 Ths kdonn.tbn provided on 5Js report is prepared la tbe s alu.M use oldie divot. This report nay nut be repraduo.d kr any lomat wares me mitten vanY.Non of the tiara ad Moms & Aswm rcrazan tk Associates, Inc. 15t1 - lbtft street NW Suite 106, Auburn, WA 99002, (253) 939-2500 Project No. 066-06316 Cyl. Code 063576 Pour Date 12/8/2006 Report No. 26079 Weather Cloudy Jurisdiction City of Tukwila Permit No. 006-425 Project Westfield Mail 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) 8:30 400 738788 Flow 64 48 Placement Area Location Driven grout piles 331 A,312,286,220,210,303 Sample taken at 12 cyds out of 24 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64460 Inspector G. Naill. Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 949 F. Ash Ibs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2348 Water Ibs. 460 335 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063576 12/15/2006 7 2x4 3.16 17926 5,670 1 SW NIA 063576 1/5/2007 28 2x4 3.13 31042 9,920 1 KC N/A 063576 1/5/2007 28 2x4 3.14 27016 8,612 1 KC N/A 063576 H 2x4 1 063576 063576 063576 063576 Remarks Results Reviewed Date Reviewed /(' Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Foran 0010, R,wMkn 3 Meagre D. 61Tza The iikrmadon pe:Meed on ink riper k preP+rm Tar ne w of the effort. The apart may net he ',produced et ere, formal Mhort Me mitten permlaalan al the cart and Krum & Aaaae nrazan a Associates, Inc. -I owl - lotn Street MW Julie lub, Aunurn, WA `Jt$UUL, (1 i) 9J9-2bUU Project No. 066-06316 Weather Light Rain CyI. Code 063577 Pour Date 12/1112006 Report No. 26080 Jurisdiction City of Tukwila Permit No. D06-425 Project Westfield Mali 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 9:20 Truck# Ticket # 438 740454 Mix Slump Temp. 1 Air (in.) (F) Flow 66 Air Temp. (F) 45 Unit WL (Pe) Placement Area Location Piles 298,300,320,321,323,287,299,377,383 Sample taken at 8 cyds out of 36 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64462 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 2288 Water lbs. 460 403 Air Ent. (oz) Other (oz) 37.6 37.8 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 10000 943 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 Code Date Cure 063577 12/18/2006 063577 1/8/2007 063577 1/8/2007 063577 063577 063577 063577 063577 Remarks Results Reviewed By Design Strength 5,000 @ 28 days Date Specimens Recd. Age Dim. Area C.F. 7 2x4 3.13 28 2x4 3.14 28 2x4 3.15 H 2x4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Max. Load 18760 27655 26592 Comp. Tested Break Str. (psi) Set # By Type 5,990 1 SW N/A 8,810 1 SW N/A 8,440 1 SW N/A 1 Date Reviewed 114. 3: Cone & Shear 4: Shear Perm 07101 Revision 7 Effective Cele 6:1210+ Thu YMormrion provided an tide report i prepared for to sicelu M .w of the deat This report may not be reproduced in any remit ideate On teem 'nankeen dew dent end Wean & AeeooL Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) nrazan a Assoclaies, inc. oui - lain btreet rive buute 11)0, AUDurn, VVA UdUUL, (La4J 1:14`J-1 UU Project No. 066-06316 Weather Mostly Cloudy Cyl. Code 063623 .jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Pour Date 12/13/2006 Report No. 11132 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Supplier Stoneway Time Truck# 11:10 426 MORTAR/GROUT REPORT Plant No. 014 Site Mix Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. Ticket # % Air (In.) (9 (F) (F) 741644 -- Flow 71 40 Grout Box Used No Number of units used to form specimens Placement Area Location 254,252,309,284,226 Remarks inspector K. Gordon Reported Batch Data Mix No. Cern. Ibs. 940 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 2309 2360 Water Ibs. 460 385 Air Ent. (oz) Other (az) Other (oz) 37.6 38 Other (oz) Other (04 Water Added on Job (gals.) 30 Design Weights 10000 Actual Weights Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data pressure. Test Code Date 063623 12/20/2006 063623 1/10/2007 063623 1/10/2007 063623 1/10/2007 Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cross Mid Pt. Out of Section Max. Comp. Width Height Plumb Area Load Strength Tested Break Age (in) (in) (%) (pressure) (lbs) (psi) Set # By Type 7 2x4 4.000 0.0 3.14 17618 5,610 2 SW NIA 28 2x4 4.000 0.0 3.14 26802 8,540 2 SW N/A 28 2x4 4.000 0.0 3.15 27412 8,700 2 SW N/A H 2x4 4.000 2 Remarks Results Reviewed Codes for Break Types: Date Reviewed /..-/tee 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +1-10.7, ASTM C1019= +1- 14.4% Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 Other Test Results X Conforming Non-Conformin 4: Shear 5: Columnar (Split) Fem.04103 E9.dM O.te 12107/02 The Memrtlnn om+eMalan the report is powered For the •mow w. am. aN.nt. TM. report .n.y not b. repednond In any twist *Mout Ins written pwr..l..6n at the dent end *abut a Aned.te. Armen et Associates, Inc. out -'coin ousel hvv bum 1Ub, Auourn, YYA y*Wui, (Los, us'J LSUU Project No. 066-06316 Cyl. Code 063624 Pour Date 12/13/2006 Report No. 11133 Jurisdiction City of Tukwila Permit No. D06-425 Weather Overcast Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data MORTAR/GROUT REPORT Supplier Stoneway Plant No. 014 Site Mix Initial Flow or Grout Air Max/Min Slump Temp. Temp. Temp. Time Truck# Ticket # % Air (in.) (F) (F) (F) 8:25 429 741488 -- Flow 69 40 Grout Box Used No Number of units used to form specimens Placement Area Location 254,252,309,284,226 Remarks Inspector K. Gordon Reported Batch Data Design Actual Weights Weights Mix No. 10000 Cern. lbs. 940 940 F. Ash Ibs. C. agg. Ibs. 1 C. agg. lbs. 2 C. egg. lbs. 3 Sand lbs. 2309 2360 Water lbs. 460 385 Air Ent. (oz) Other (oz) Other (oz) 37.6 38 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 Other Laboratory Data Design Strength 5,000 @ 28 days Date Specimens Rec'd. Cross Mid Pt. Out of Section Max. Comp. pressure. Test Width Height Plumb Area Load Strength Tested Break Code Date Age (in) (in) (%) (pressure) (lbs) (psi) Set # By Type 063624 12/20/2006 7 2x4 4.000 0.0 3.14 21170 6,740 1 SW N/A 063624 1/10/2007 28 2x4 4.000 0.0 3.12 27566 8,840 1 SW N/A 063624 1/10/2007 28 2x4 4.000 0.0 3.14 26043 8,290 1 SW N/A 063624 1/10/2007 H 2x4 4.000 1 Remarks Results Reviewed By Date Reviewed /-147 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear Measurement Uncertainties: ASTM C109= +1- 10.7. ASTM C1019= +/- 14.4% Tann COW Re leiono Meer" Gro 12=02 The Yfttrnmeon P.eded an rt+ie report k pmp.t*d taut. .erk i1.. ruts of B. dent. TNe report mey net he reproduced In any famed wttMrt the written p.mtleebn of 1h ellen end Krenn a Aseetlehm Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 Other Test Results X Conforming Non -Conforming 4: Shear 5: Columnar (Split) nrazan as Associates, inc. 1 au7 - "E otn *treat Ivvv *idle '1 UD, AUDurn, VVA atiuui, (LS i) aJa-LDuu Project No. 066-06316 Cyl. Code 063617 Pour Date 12/14/2006 Report No. 26082 Weather Light Rain Jurisdiction City of Tukwila Permit No. D06-425 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 # % Mr (in.) (F) (F) (pcf) 8:25 450 742047 Flow 70 49 Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at 22 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. Ibs. 940 937 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2344 Water lbs. 460 350 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) 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 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 063617 12/21/2006 7 2x4 3.14 21437 6,830 1 JP N/A 063617 1/1112007 28 2x4 3.14 29907 9,520 1 SW N/A 063617 1/11/2007 28 2x4 3.14 29206 9,300 1 SW N/A 063617 H 2x4 1 063617 063617 063617 063617 Remarks Results Reviewed 8y Date Reviewed 7-14:" Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 00{01 Resibn a SWIMS Dale 9n7.0 The Y4omnlion proskl.d on pt. repel r prepared far the exclusive nes oft,. ant. This wort may rot be reproduced In any Formal *these the wrten p.mt..bn old,. allot Ind Karan Si Assad nrazan Ct Associates, Inc. tout - lam *yea tiW butte lUb, Auburn, WA tlUUUZ, (40s) 11J -LDUU Project No. 066-06316 Cyl. Code 063616 Pour Date 12/14/2006 Report No. 26377 Weather Light Rain Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Stoneway Time Truck# 10:30 450 Ticket # 742151 CYLINDER REPORT Plant No. 14 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) Flow 71 47 Unit Wt. (pcf) Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at54 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 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 2344 Water lbs. 460 351 Air Ent. (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz} Other (oz) Water Added on Job (gals.) 25 Actual Weights 10000 940 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 5,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break C.F. Load Str. (psi) Set# By Type 21799 6,920 2 JP N/A 33294 10,540 2 SW N/A 28777 9,160 2 SW NIA 2 Code Date Cure Age Dim. Area 063616 12/21/2006 7 2x4 3.15 063616 1/11/2007 28 2x4 3.16 063616 1/11/2007 28 2x4 3.14 063616 H 2x4 063616 063616 063616 063616 Remarks Results Reviewed By .e Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 7-140 Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Pone 03101 Rarer 3 Food h, Dots 5113101 The tnfonnedon provided on Ods roped is prepared to the srduwa IMO der client. Ns report may not be reproduced in any lomat Otero 0r vatic pannhsen of the died and Mann & Aaaorb nrazan et Associates, inc. - lotn street NVV ouite lun, AUDUrn, VVA lltfWL (x041 !!sb-LSUU Project No. 066-06316 Cyl. Code 063615 Pour Date 12/14/2006 Report No. 26378 Weather Rain Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-425 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) 14:45 424 742387 Flow 74 49 Placement Area Location Piles # 261,257,253,251,285,227,280,308,255,225,249,283 Sample taken at 115 cyds out of 128 cyds placed. Remarks Grout placed via grout pump. Please refer to Field Report No. 64220 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2368 Water lbs. 460 301 Air Ent. (oz) Other (oz) 37.6 38 Other (oz) Other(oz) Other (oz) Water Added on Job (gats.) 40 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. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 063615 12/21/2006 7 2x4 3.14 17728 5,650 3 JP N/A 063615 1/11/2007 28 2x4 3.13 32507 10,390 3 SW N/A 063615 111112007 26 2x4 3.14 24839 7,910 3 SW NIA 063615 H 2x4 3 063615 063615 063615 063615 Remarks Results Reviewed By Date Reviewed j lCr Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 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 0&101 RuMisn3 Effective D.t. &17/04 Tfes Ydomrtbn Pa's on this report b Pr.Ptad for the excRrwe use of IM cont. This root nay not b. reproduced In any tempt Willett the maim permission of 0a dent and Krarar A Anod rlrazan a Associates, inc. 1DU1 -'totn tiireet NW buite Wb, Auburn, WA 9tSUU[, VW) 939-'LSUU Project No. 066-06316 Cyl. Code 063790 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Pour Date 12/21/2007 Report No. 26386 Permit No. D06-425 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Supplier Stoneway Time 8:20 Truck# Ticket # 442 743934 MORTAR/GROUT REPORT Plant No. 014 Flow or Grout Slump Temp. % Air (in.) (F) -- Flow 68 Grout Box Used Number of units used to form specimens No Site Mix Air Temp. (F) 46 Initial Max/Min Temp. (F) Placement Area Location Pile #'s 353,386,360 Sampled @ 3 cyds of 50 cyds. Remarks Placed by grout pump. Please refer to Field Report No. 64225 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 10000 10000 Cam. lbs. 940 949 F. Ash lbs. C.agg.lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2309 2332 Water lbs. 460 374 Air Ent. (oz) Other (oz) Other (oz) 37.6 38.2 Other (oz) Other (oz) Water Added on Job (gals.) 30 Field Test Methods x ASTM CI43 x ASTM C1064 x ASTM C31 ASTM C138 ASTM C173 Other Laboratory Data pressure. Code 063790 063790 063790 063790 Design Strength 5,000 fps 28 days Cross Mid Pt. Out of Section Max. Test Width Height Plumb Area Load Date Age (in) (In) (%) (pressure) (lbs) 1/9/2007 7 2x4 4.000 0.0 3.14 21101 1/19/2007 28 2x4 4.000 1/19/2007 28 2x4 4.000 H 2x4 4.000 Remarks Results Reviewed By,s__ Codes for Break Types: Comp. Strength (psi) 6.720 Date Specimens Recrd. 1/8/2007 Set # 1 1 1 1 Date Reviewed /-,e4, Tested By sw Break Type N/A Laboratory Test Methods ASTM C39 ASTM C109 ASTM C617 ASTM C1019 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C109= +1- 10.7, ASTM C1019= +1- 14.4% demi 04,09 A.wbn 0 MOND flab 52102p2 To Inion,. bn provided on 44 roped i. PreWrod brt the .xdu.M uu. of the POW. Tide wad may not br ngodu ed in any former *thou! the written perndeeion of 0r client red Kram & Ardoorsuie KraZalTl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION January 4, 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, Q AllNnovraop 1 LOOZ L T NW Q3A133311 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 December 4 through December 21, 2006. 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. amuel H. Hyatt Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Robert Gross 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 dB Krazan S ASNOCIATES Grouted Driven Pile Record DI DATE' I Z- Project Name: Wss, Fxe, s• czperst Location: s. CCNr2 r'A1-4- ?Ilq c -r- 066P-aea3 /to Comments: Per Design Elevations Required: 2,9 I I Pile Diameter /6, `f Pile #/L.O.C.277 cubic yards As Built 1 Yards per stroke: gip s resKa 1 oci Strokes: S`% Placed: 3,c4 cubic yards Pile Diameter %(a " Percent of required: ] 210 t/, Grouted Driven Pile Recon Krazan ;tSSOCIATFS Project Name: �,46e Fzsz. s, c4 6'v. Location: s. O6L-aCO3 /ea t5 ag 3a r/0 ler Comments: Per Design Ele'ations Required: 2. r ! ` Pile Diameter /6 Pile #/ L.O.C. Z75 - cubic yards As Built Yards per stroke: fig smogs c Strokes: 50 Placed: 3 .) 3 cubic yards Pile Diameter !6, Percent of required: ) a 5 y .ratan S. \SSOC(,%TFS Grouted Driven Pile Record DATE: ) 2.- Lf -z* Project Name: igGsTFze, s, c.s,ercat Location: s. r:eaa-4- f� C6G-frees/6 5 1 5 4S' 36 ..5� 40 70 75' fro qtt 7s- 1 a0 J 7 Comments: Per Design Elevations Required: 3 ,a2 cubic yards Pik Diameter i& `r Pile #t L.O.C. 3b f As Built Yards per stroke: h fo s renK6 = 1 di., Strokes: Placed: 3 , itZ cubic yards Pile Diameter /6, rt Percent of required: )2,,t Y. azan & ASSOC! ATS Project Name: v6s, ps5,.., c64.-ate3!Co Grouted Driven Pile Record DA're: 127q-0 s, Ci?. Location: S. C 'oi- 0 /0 fs 2,5 as - 3a rf0 70 75' +g,'O jao Comments: Per Design Elevations Required: 3,3 Pile Diameter y Pile #/ L.O.C. 3o5— cubic yards As Built Yards per stroke: iiv receZ Strokes: C4S Placed: -/,oda cubic yards Pile Diameter f(, " Percent of required: I Z,2_ Grouted Driven Pile Record Kr'azan ASSUC1ATFS Project Name: w6smsexe,5- cs,rocLocation: s. cEu�-a_ rY� c6t.-8 3 /Cv :i5 der Ism Comments: Per Design Elevations Required: 3. Up Pile Diameter /6 `° Pile #/ L.O.C,.3Zr, cubic yards As Built Yards per stroke: gip sS recKC a I c Strokes: (p3 Placed: 3.93 cubic yards Pile Diameter 1/, Percent of required: J Z0 Y, Krazan ASSOCIATES Project Name: ixge Fs5zio rr �.: • ; 4,- eCo S/(o 0 Grouted Driven Pile Record D, i & : 12.-'1-- 5, CEN9se Location: s. c.6,411"A Comments: 61' 1 i Required: Per Design Elevations 3 ,N3 Pile Diameter 16 " Pile I/ LOC. 307 cubic yards As Built Yards per stroke: /to 5 repazKc c Strokes: rat Placed: L/, /S s cubic yards Pile Diameter 1," Percent of required: j 2,0 y, razan & 1SSUCthi'F.S Grouted Driven Pile Record oxo: ; 4' Project Name: vot, Ezei s. c-e,im. Location: s. 4E/462 n-A2.1.- r� 06G -a&3 rep Comments: 1,111 • Per Design Elevations Required: 3 #75 -- Pile 7S - Pile Diameter Pile #( L.O.C. 14`1 311 cubic yards As Built Yards per stroke: /t' sreoloe GLI Strokes: 70 Placed: q, 3 8/ cubic yards Pile Diameter /,(o u Percent of required: f )lp J� Grouted Driven Pile Record . azan oA1 C% 'l-`[ Zi% ASSOCIATES Project Name: kgss:, F. cu, s. c4 , Location: s. eXPI P"A 74-4 '" i(i-aro /Co IC v- Comments: Per Design Elevations Required. - 3,VZ cubic yards Pile Diameter go `f Pile #I L.O.C..331 As Built 1 Yards per stroke: fig s redoga. l o y Strokes: Placed: 9, b (n cubic yards Pile Diameter /6,Ir Percent of required: Grouted Driven Pile Record WICrazan & ASSOC!ATF.S Project Name: 1,4Frees s. csyca. Location: s. ccAve,-- (►rA7-- r 4--r. -acv3 IG Comments: 7 Per Design Elevations Required: 4/, /‘ cubic yards Pile Diameter go `f Pile #1 L.O.C. 3111 As Built Yards per stroke: J tv S rt&e4 = (cf.) Strokes: Placed: iK Pile Diameter lop". cubic yards Percent of required: /1/ X JK raz2.11 Grouted Driven Pile Record IDA:r.--7..; Z-K-zso Project Name:, F. 5Z c.s* v t Location: s. cs'N ' er-ae tS /(' Comments: Per Design Elevations Require& iv, cc Pile Diameter 16, y Pile #/ L.O.C. 3 gj cubic yards As Built Yards per stroke: /to S ritAK6s = l C Strokes:t'2— Placed: 5 , f 2 cubic yards Pile Diameter /teu Percent of required: (27 y, & ASSOC1.\T1,S Grouted Driven Pile Record DATE; j a - Project Name: wss Frei s, ca,nx Location: s. csN r�-�- ,•=� O &-a&5/6, 0 3 fs 2e .3A 1 i/o 4`4- 74) r 70 7s" �•o gs- Fr bQ Comments: Per Design Elevations I Required: 3 . Vi cubic yards j Pile Diameter 1(e `t (Pile #J L.O.C. 375 As Built Yards per stroke: /to Sreaxc a 1 Gy Strokes: 7s, Placed: 4/cubic yards Pile Diameter /ID" Percent of required: /2(v 121211 & :tSSOCI 1TFS Project Name; , Fxe s c orct Location: s. czrvz- --�';"" oI G -a&3 /fa Grouted Driven Pile Record of : 1z-zsry s l0 - Ce 'Pa ifr g5 tea 7a gs- 9s Comments: Per Design Elevations Required: 3 , G 2 cubic yards Pile Diameter y Pile #/ L.O.C. 33-0 As Built yards per stroke: / to S rezga Strokes: 7 2.. Placed: L%, a cubic yards Pile Diameter leo u Percent of required: WKrazan S ASSOC! RTES Grouted Driven Pile Record ort )2.- z( - ate Project Name: W5s:, F e s. cg,Aex. Location: s. CES j-ria._=c0SL-sees/6 Comments: Per Design Elevations • Required: 3.39 Pile Diameter /6 ei Pile #/ L.O.C. 3 2J cubic yards As Built Yards per stroke: /ip smogs Strokes: 5 ( Placed: 3 ,6p2 cubic yards jPile Diameter /(," Percent of required: ! (Q y. IK121.Z2L.I1.. & Associates, Inc. GEOTECHNfCAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /2-Z-' PROJECT #-ZSra(o" 3/l, PROJECT: VeariMACt S. C5:417/2- LOCATION: ts 1' LOCATION: 5- CVN-5a- mpu- KRAZAN PROJECT MANAGER. 14,E. G - FIELD REPORT NO: 6 4 2 2 4 CONTRACTOR: $,pit,. Coos 'j,r, JURISDICTION: C -rj,N14,,on.,,a PERMIT #: i]oCap - Ser INSPECTOR:'-�- WEATHER: GGew,oy� TEMP: A1S"f Assn- Gds 9sc6s fir+ Sx76 .s rax'.^......6s-tc, 6ti 114E Cor•iT'lz-Agra - E ft - ld c, t. 4 s A6 � 4.r 7b pm' Pza-.s .V% -c3 • ern+ Coana o. _ - v-rNz 7b Pruecue. 2') Fr+tga so Vxsr A � PG b •-a �' r o Lc v -G Cvo GCS 7 io c. p•a O-r'rr, c.4. e 4.--CrwS gn Lea r-• tc ResT' c6 4 r 27 O)2.93;341Y � 3V6 Wet 295"'351) AFACSA Leo ales i OE Cometert ?Fc Ata► -s 383 . A LaD tptie od- 5 T' C,o ` sErs e4 y 2 6� c Cite Uri 3V1 tip ?G3 fcS' -7e-Ft-7 DATA . ?) 1? 6 4 e /srr.cac- Gp r Az (14 carcfl SNEF'7 s Arcs p,fsi A • .cars6 /2 -2 o -e24.0f& Equipment/Asset Number(s): To the best of my knowledge, the aboveCIrIN WAS NOT performed in accordance with the approved plans, specficcaatioob:f. Superintendent/Representative: 1511 Fir/d Repnn.dru Technician: Serving the Western United States latory require Rev _ [nn i Effective Date: 1125/05 Me Enform:then nrnvided on this return is ❑ree.:red int the exclusive use of the client. This retxm inav nut he reprotlu:-erk in anv farnet without ,he written p errnis.rr ,:f :he _}ient and Krncan 3c 4.,co�iute�, «-Krazari & ASSOCIATES, INC. Page of fn GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST DATE: PROJECT #:a5%p(r"-OC3/(p PROJECT : TIC; 43 to y5', CE -AZ Ireg— LOCATION: 5. cg„1�,2_ KRAZAN PROJECT MANAGER: j.1.[,[y PILE RECORD CONTRACTOR : $tLet\ c..„/-4.--7- PRESENT AT SITE: /ic.s \ 'W ( 3114Alr,ve,i ,' e. COPIES TO : WEATHER : CGar/"t, TEMP: yS"F PERMIT #: /] OG - 24,5 DRAWING: Depth Depth 5 I — 10—I I I € w I — IC j i f J z — 20 : I I — 2. r 3 i } j —.0 3 r 35 3 - 40 i ': Y 4 45 4 r 50 S r 55 � I I r 4550 5 0 5 0 5 0 5 0 0 PILE INFORMATION: PILE NO.: 77 Truck # Truck Yards Time Started Time Completed Pile Diameter 21 M Pile Location 2.70 Length of Pile Embedment Top Elevation 701 Bottom Elevation Existing Grotmd Elev. Length of Reinforcement 7 �r ��ba /Aiffs CAGE Grout Pressure Theoretical Volume Pump Counter goo Pump Yds/Stroke Pumped Volume Ratio Pumped/Theoretical 8,141 gel / {0 57 IAr/r Ccs 10,049 Grout Head REMARKS rv1Y, is" EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Pae Record.doc Revision 1 Effective Date 5/25105 The information provided on this report a prepared kr the exclusive use of the client. This report may not be reproduced m any format without the written permission of the client feLAKrazan & ASSOCIATES, INC. Page of /43 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: • --mac PROJECT #: p(q-•063/(p PROJECT : cri4 eslr'Fz"tr e..47 3.6-•n. v'7Z-- LOCATION: 5. C ,Jry2 mot. PROJECT MANAGER: /�•C,[� CONTRACTOR : •13arZIA PRESENT AT SITE: /.w4.\ Nri ..91/4•042•-•1 y v.rr sc,-' COPIES TO : WEATHER : C(iOrtvb, TEMP: yS"F PERMIT #: E oG 0 5 DRAWING: Depth Depth 0 20 5 10 15 25 3 0 ..r 35 4 4 5 5 0 2 3 0 5 0 35 40 0 5 45 0 55 60 60 PILE INFORMATION: PILE NO.: 2 I.3 Truck # Truck Yards Time Started Time Completed Pile Diameter 2 Pile Location 2.93 Length of Pile 7a� Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement 70' Tb aP-JJfJ ' GAG e Grout Pressure #00 Theoretical Volume / f r Pump Counter j G! S Pump Yds./Stroke f (, 5 43/1 Cci. Pumped Volume r Q > 3 / Ratio Pumpedrrheoretical 1 2 7 iL Grout Head REMARKS : 9' EQUIPMENT/ASSET NUMBER(S): 02301 Augercast Pik Record.doc Revision 1 Effective Date 5/25/05 The information provided en this report to prepared for the exclusive use of the client. This repos may not be reproduced ie say format without the written permission of the :bent I(I'2Za1T1 & ASSOCIATES, INC. Page of !r) GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: ---co)Z20 AUGER CAST PILE RECORD PROJECT #:Z44:7(p-=QG p P PROJECT : LAJelrfz-4,5r4:7 5. C6 -745-2- LOCATION : 5. CigaTr2_ r+7a zt_ KRAZAN PROJECT MANAGER: g.[.G CONTRACTOR : •]31,1.EIA t 5�7 PRESENT AT SITE: AkrrA 'W (,$Npwnrit.1 1 fit. -oma/ COPIES TO : WEATHER : Ctiara91., TEMP: V F PERMIT #: E oG - 2le67 DRAWING: 10 15 J 20 30 35 40 45 50 55 60 10 ]5 20 25 30 40 45 50 i5 60 PILE INFORMATION: PILE NO.: 3ye Truck # Truck Yards Time Started Time Completed Pile Diameter Zdf a Pile Location adit Length of Pile (9 ZO Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement (P(P -Fe ,po,1 Grout Pressure Theoretical Volume Pump Counter Pump Yds./Stroke Pumped Volume #a0 'CE 7.Ci% 132- 14 32 14 s> t4s/ c9 �rZS Ratio Pumped/Theoretical /oz.J Grout Head REMARKS : EQUIPMENT/ASSET NUMBER(S): 02301 Augercaa Pile Record.doc Revision 1 Effective Date 5!25105 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any forms without the written permission of the client i<,razan & ASSOCIATES, INC. Page _ of 1 r) GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: PROJECT #:2:1-04--006/67 PROJECT : teJEs rz-64o S. LOCATION: Sr. 654-74_ KRAZAN PROJECT MANAGER: ) ,C.G CONTRACTOR : f3ALEi-\S� t' PRESENT AT SITE: Ar -4A "v1 ..51.04,41111v-1 y v.w4.T` COPIES TO : WEATHER : [,GtorZ:0l., TEMP: g.4""F PERMIT #: A OG -2.4e6" 0 5 1 2 DRAWING: Depth Depth 0 5 10 0 5 3 3 0 15 20 '5 30 4Q- 4r 35 40 45 50 5 5 60 0 55 60 PILE INFORMATION: PILE NO.: �'f (.p Truck # Truck Yards Time Started Time Completed Pile Diameter at ' Pile Location 34 P Length of Pile Embedment Top Elevation Bottom Elevation 7/' Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter Pump Yds./Stroke Pumped Volume 7/ r Tsao.,.i /'v'c44GC #so 171 14 sru.,cr/ C`I • iC?s(.a4i Ratio Pumped/Theoretical 12.5 '. Grout Head 12 REMARKS : EQUIPMENT/ASSET NUMBER(S): 02301 Augereast Pile Record.doe Revision 1 Effective Date 5125705 The information provided on this report is prepared for tate exc,usive use of the client. This report may not be reproduced in any format without the written permission of the client 5 Zrazan & ASSOCIATES, INC. Page of i c GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: g,• -go C' AUGER CAST PILE RECORD PROJECT #: (p--•Oci(, PROJECT : LA.! Q•- 1.5% ce,vi �'�_ LOCATION: 5. /L. re)!. KRAZAN PROJECT MANAGER: )..E.G t CONTRACTOR : 3bie4-\ Cotese" PRESENT AT SITE: A J( .57M 4bf COPIES TO WEATHER : da..�L. TEMP: 115�'F Ci PERMIT #: / oG - 2.4,6" 0 Deixh DRAWING: Depth 5 0 45 — 5 — 10 i i — = — 15 i i i — — 1 2r 20 2' —3a — 15 40 45 -- 50 55 60 25 30 ! IS— I i — l0 i i ! 0— 5 . 1 73. PILE INFORMATION: PILE NO.: VA Truck # Truck Yards Time Started Time Completed Pile Diameter 2' Pile Location Zips Length of Pile 3� Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement 73' Ts,a/yy' CAGE Grout Pressure Theoretical Volume Pump Counter Pump Yds./Stroke Pumped Volume #Qo 5t .19 1E9 1 4 57thsles/` Cf • 9 911 Ratio Pumped/Theoretical /1 7 f Grout Head REMARKS : EQUIPMENT/ASSET NUMBER(S): 0230t Au5ercest Pile Record.doc Revision i Effective Date 5125105 The inforreatiott 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 cheat rx. azari & ASSOCIATES, INC. Page _ of i r GEOTECHNICAL ENGINEERING + ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: rz.z. G AUGER CAST PILE RECORD PROJECT #: ptpr— pj(p PROJECT : S. C6 GZ LOCATION: 5. c6.4-72..- fella Z.L KRAZAN PROJECT MANAGER: 12.6`.G . CONTRACTOR : ,atstelA Csis PRESENT AT SITE: /mete -4•\ 'W (, Aam sbr.! COPIES TO : WEATHER : C.dr>plrt TEMP: �/S"'F' PERMIT #: ` t G. - 2.4/6- DRAWING: 4/t6. DRAWING: Depth Depth _ 5 3 — 5 _ - 10 i t i I I - _ ll 151' — r — 3q 35 40 45 50 15 60 _ 2Q__( a5 1 i i _ 30 i i 35 I0 15 ! i0 5 � I E Q ' E i i I 6 PILE INFORMATION: PILE NO.: 295" Truck # Truck Yards Time Started Time Completed Pile Diameter a't' " Pile Location Length of Pile 407.+S Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement ('fl Z600. � 1Y�' CAG' 4100 r Grout Pressure Theoretical Volume 7, 'Erg Pump Counter /39 Pump Yds./Stroke r 4 snarr &r/ Cc • Pumped Volume S. (fl Ratio Pumpe d,Theoretical Grout Head REMARKS : X2-1 EQUIPMENT/ASSET NUMBER(S): 02301 Ausercast Pik Record.doc Revision t Effective Date 5125105 The information provided an this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without :he written permission of the client aZ & ASSOCIATES, INC. Page of I Ei GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: •2o --a iO PROJECT #: p(p-- OGg%eo PROJECT : TFz— L $, CIS'-0711P2.-- LOCATION: 6' �"72.-- LOCATION: 5. Cr.Irp2.– reas.t— KRAZAN PROJECT MANAGER: _ g,E.G . CONTRACTOR : -13b2eu\ Com PRESENT AT SITE: Ar -•A 'W (,S�jp.rrpa,.l y 4-zcs`� COPIES TO : 1 WEATHER : CP.Oobi" I\ TEMP: yS..F PERMIT #: ,Q OG Zq/S DRAWING: Depth —, s 0 60 _ i 5 _ 1 r i i I I5 i I 1 _. I! _ me 21 'ia 35 — 40 45 —so 55 60 –a 20 1 I i 2S 4 3Q 34 2 4Q 1 I i 45 1 so >5 ! i I Coto PILE INFORMATION: PILE NO.: 3'SO Truck # Truck Yards Time Started Time Completed Pile Diameter al N Pile Location 350 Length of Pile 626 Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement 41; - ,...14ed f ' (moi G6 Grout Pressure 4'CTO Theoretical Volume 7.47 Pump Counter Pump Yds/Stroke j (p sJ r/ Pumped Volume Si ti Ratio Pumped,Theoretical f Grout Head 1 REMARKS : EQUIPMENT/ASSET NUMBER(S): 07301 Aug creast Pile Record.doc Revision Effective Date 5/25105 The mformatioo provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without be written permission of the client & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /2-24 PROJECT #: fl6day - a4 at to PROJECT: W65rFctry S•Sr.trzaa.-- LOCATION: S . Cs/wren- Yip c2- KRAZAN PROJECT MANAGER: K Li Ca FIELD REPORT NO: 6 4 2 2 5 CONTRACTOR: BAL,61 eaNdr JURISDICTION:C iLk PERMIT #: ,D 06-zitS INSPECTOR:.G WEATHER: CJ�prt_ _ TEMP: Lfey' ' AviGatt-G► 5 ' 3'e -,C AsaiLazAreca a a sz re As 1 atm 211 W Go, 7fl2A c `o4- -is Pgt'f'o iw+ Au.GC->. - 6 V }PzL.. osc 7 -r'. Ce> $rtw,rrar t6 TL ? cam}�LDsrS --' SeEeS ;►) •pErs4 orrN'A rc) lfts '4- z is"- a„-' fLezdfaa-C Z-6 SAS t_ Cr,AGr s ap7rat.rdaorird J*rati-v Dlt�t4 G� C41..v-Ezz.ir.= gissIsrd- Arms 2 Psi. "tardy. yo ' xLit 'MC . -rug F - Patc es 353 35‘19 1' 34 '2' Sa£Q Cs i+%7 A. G40-77 CA," ifsaSOP "TV v .D p r A, I s LET' -0-C 47°- 24‘41 c.g s# AISC-E -C. C€ 'i) gefenfaa / v c 6a-- Q y PZL6 /-D-S DA j Z- - 04 ;;?tZs - Equipment/Asset Number(s): To the best of my knowledge, the above WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirer},s. Superintendent/Representative: r,oi rare Rr fr,rr.Jr,r Technician: Serving the Western Un d States Revision I Effective Pare: 5i25ri) n,.. r..n , foe, rhr rsrin.iv,• u.r .,i The I4.rn Thr. r,n.n n.n ur ,n•dvrrri .n ..n r nrn,:n wrhrm 'hr wrier n n,r:ni-aun of 'hr :.,Gni rnd Knvan A,xx:.ur., 5 .1<razan & ASSOCIATES, INC. Page of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION DATE: Iz- zero AUGER CAST PILE RECORD PROJECT #: p40{y-arp3-t(o PROJECT : Irt6 ' 6e -c S. C64152— LOCATION: 6 - LOCATION: S . CS.' 3t riva - KRAZAN PROJECT MANAGER: J .•�Cy, CONTRACTOR : C..rit-17 PRESENT AT SITE: /1(v1‘‘ �01)5P 1AJ c} L-tZ46or-4 COPIES TO : WEATHER : TEMP: igrer PERMIT #: D o & - WS - DRAWING: Depth Depth 5 4{ 5 _ 10 f 3 i — .ti is 20 _ . _____ . i 2( 2{ 5 30- ! 0 5 ( 35 _ 10 i - 40 45 (1 ! 50 5 Ii ! 55 o t 60 751,c 02301 Augment Pile Record.doc Revision 1 Effective Date 5125105 The infotnutioo provided on this report a prepared for the exciu_eive use of the client. This report may Dot be reproduced So any format without the written permission oldie client PILE INFORMATION: PILE NO.: 3Gr o Truck # Truck Yards Tune Started Time Completed Pile Diameter 2-41 t Pile Location 0 Length of Pile % l ' Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement 7q,s`-es,, 0.04 /dig `GAG6. Grout Pressure 7 Theoretical Volume Pump Counter } 5(1 Pump Yds/Stroke Le• t4-/ Pumped Volume f ] .3 / Ratio Pumpedfmheoretical Grout Head 122- X 79 s, REMARKS : Nom; t,rAs CUiST -6v MAO Fra 42.5o¢xzs.0-C1ce .Ci.'+vL EQUIPMENT/ASSET NUMBER(S): & ASSOCIATES, INC. Page of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: ) -0C2 PROJECT #: pZito age, PROJECT : I/4657fz-se4 S• C6 2 - LOCATION: S . C6,d 4. MAt.t- KRAZAN PROJECT MANAGER: CZ -GG. CONTRACTOR : $pt, F..1 C,r••S�—"�' PRESENT AT SITE:AMt.‘ NA) J ..JJoe1 1,tZCaor4 COPIES TO : WEATHER : TEMP: 4bj'°E PERMIT #: Dc' - 24/S"' DRAWING: 5— 0 ! 5 10 I it0 I Hm 20i4( '- -0 60 PILE INFORMATION: PILE NO.: 3$40 Truck # Truck Yards Time Started Time Completed Pile Diameter 2g" Pile Location 316 Length of Pile S7 I Embedment Top Elevation Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter Pump Yds/Stroke Pumped Volume '77--Aeas}m4 /4,41 I 9.71 177 Ratio Pumpedr'rbeoretical Grout Head REMARKS : 11Y '1. sy' 1,0145 IreAS o6STP-.r-roto RAO 12. 2e 06D&rI l.So ] {;12,►C6 TC. C113Att.}�L4 EQUIPMENT/ASSET NUMBER(S): 02701 Augment Pik Record.doc Revision 1 Effective Date 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may clot be reproduced in any format without the written permission of the client Kiazari & ASSOCIATES, INC. Page of GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION AUGER CAST PILE RECORD DATE: IZ— 2t�Co PROJECT #: O(o(p-aro PROJECT : 1i ,TF.. S• C 2— LOCATION: 5 . C6'T t Matr4- KRAZAN PROJECT MANAGER: JZ•5-G.. CONTRACTOR : $ALeu., C,rr.et� PRESENT AT SITE : ,.(tn•.‘ W f 7:e..LJcrr 90 axe .I COPIES TO : WEATHER : CLBA0.. TEMP: �b� PERMIT #: b o C — 24IS— DRAWING: Depth Depth 5_ -1 IO l 15 l 2tri a —7 2.E5 _ 5 3(f 3 34— 3: 30 41 it 4: 0 _ 5( 5 55 0 60 4 5 6 0 5 PILE INFORMATION: PILE NO.: 3 S3 Truck # Truck Yards Time Started Time Completed Pile Diameter 2.41 " Pile Location 3 53 Length of Pile LO 0 Embedment Top Elevation 5 Bottom Elevation Existing Ground Elev. Length of Reinforcement Grout Pressure Theoretical Volume Pump Counter Pump Yds/Stroke Pumped Volume zi 7.G ? t73 Lep .t/c.ii 10111 Ratio Pumpedf heoretical h 3, y Grout Head REMARKS : 9' EQUIPMENT/ASSET NUMBER(S): 02301 Augercasi Pik Recnrd.doe Rewioo Effective Date 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may pot be reproduced ie any format without the written permission of the client =III SHANNON &WILSON, INC. RECENED GEOTECHNICAL AND ENVIRONMENTAL CONSULTANT$ 'JAN 04 2j07 DAILY FIELD ACTIVITY RLQ' 4''r4r PROJECT NO.: 21-1-20189-007 REPORT DATE: December 18, 2006 REPORT NO.: 14 SW FIELD REP.: AUT PERMIT NO.: D06-425 ROJECT NAMEILOCATION Westfield Southcenter Mail Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, Rain Showers 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 from to CONSTRUCTION OBSERVATIONS e O .^"%§"r,d^-'_^.., • TOPIC AND: LOCATION„ _ ,-,+, .- {c :7'r:x�� _ __ tiz�,�,r-"=rGr�.�Y.�F^,?�f,zr;�r'a�'.4'Psi",-,544;s,!�.rc�:r-,ir'��;a:-�?•s3�'w D,t�SCRl1?T[ON O -FIELD ACTIVCTY; OBSERVATt�JNS AND RECOMMENDATIONS TO:;OWNER �?;k���.�, URTHc , 41 N y - REOOP+IMENDEO.TO OWNER � 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 9 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. During the installation of pile 343, the auger became plugged with sediments. It was retracted, flushed, and the pile was re -drilled to refusal, regrouted, and completed without complications. When piles 347, 354, 388, and 386A were installed a smaller pump was used, as poorly sorted grout had clogged the first one. .As a result, the pump calibration changed from 16 counts/ yard to 25 counts/ yard. Piles 267, 294, 351, 269, 347, 354, 388, 386A were all completed without complications. None. - Figure 1 — Foundation Plan (Area A) ATTACHMENTS Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and ow- acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's nor*. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences, procedures, Construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initialldate) fz/ 1/0c Page 1of1 1 . ! 1 11‘41:7011; 1 il i 1!! . .,..j. jii ,iii !I... 1-1,1.r: ..i -4. .. , ' ii -"I l -' ( j i lii: . yll (..,-. fr-t+Figure 1 -Pokserca54- Pilt IhsfeillettiOrt Southcenter Mall Expansion, Area A _21-1-20189-007 A December 10120P4°- 4? SHANNON &WILSON. INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT QJEGTaNAMEFLOCATIQN PROJECT NO.: 21-1-20189-007 REPORT DATE: December 19, 2006 REPORT NO.: 15 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, Rain Showers 1 Client Westfield Corporation General Bayley Construction40s CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1530 stun, to CONSTRUCTION OBSERVATIONS .7w.«7-,,r+�-7-.1:,aFF'9;..",',^'w,..;s..... NO TOP!C'AND LOCATION' ` ry.,.,,,resrA'.nsd'.= 'q'm.re.^17 prsr-x", -;..--,7r,,—'7,?.,.:apes^-r,',...rs:,,,,r, . .n-rru.. .?... , -,DESCRIPTION:OF.FIELD ACTIVITY, Of3SER1 ATIONS AMID z, RECOMMENDATIONS TO OWNEli s�J.7,.6,-ger! x:5;;,,.. w;y.-.�.[.� . FURTHER,Al TION" R COMMENDED TCS' WNER� 1 Installation of Driven Grout Piles at .Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mali Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 6 augercast piles today. The pile was installed with a continuous flight adger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refiisal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. Delays occurred during the installation of,piles 296 and 335. During the installation of pile 296, thjauger became plugged with sediments; It was retracted, flushed, re ed to refusal, and regrouted without any complication. When pile 335 was being drilled, the auger became entangled in approximately 300 feet of abandoned electrical wires. After untangling the wires, the pile was completed without complication. None. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMJTATIONS: The Shannon A Wilson field representative is present on site solely to observe the field activities of the contractor ident jed and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon dr Wilson does not haw the authority to direct tke contractors work Any information provided by the Shannon dr Wilson field inspector it intended solely to advise the contractor oj the technical requirements of the plans and spec cations and/or design concept. The contractor is solely responsible for in means, methods, sequences, procedure, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) .."1‹ M /G Page 1 of 1 bit '0 194: .1i t 1 a .1" .., ..,L..r. .4_4,..x. ..i 1 i . v,!itill.14.iiirrl .14..7: -- -1.,.1,1 • , * 43 1.,..,••Qtrit: ''' 71'.1-. —11r"Fli ! i • .1, w .1- :, , 14' Yi. (• 111-1.1i- \ Y -ii•-• . :_ (-:, , ...11 j !. J. q.!i! ! iii !ii Ji! !I . i: '' 71' - • Tit. r -1 i; •-. TIM ci. ! l' -i--' i"..]:,k.- i-11" I. . i•i, 14 Figure 1 - Aucierats+ Pik ins+a /tali Dn Southcenter Mall Expansion, Area A __.— 21-1-2018-007 December lq. Zoo(, 11 4 : •: 4 NO. PILES COMPLk 1 tt1 TODAY W AUGERCAST PILE SUMMARY VOL PER STROKE (FT ) x EFFICIENCY N J li> Q � cZeter. U E � J z 0 w E zCI w J O Ng 3 _g o9 • 1 8 COMMENTS 1 REMARKS (E3. REBAR) awZ WO p oz 7) 7) 7) 7) M Si--• : M C7 L 675 IA - W0 z D 71/4- o IS — .& Mit �� d w w z w w x ri == GEOTECHNICAL AND ENVIRONMENTAL 111 SHANNON L"►WILSONeI�NC. DAILY FIELD ACTIVITY REPORT OJECT NAMEIEOCATION PROJECT NO.: 2 I -1-20189-007 REPORT DATE: December 20, 2006 REPORT NO.: 16 SW FIELD REP.: AIT PERMIT NO.: D06-425 Westfield Sonthcenter Mail Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, Rain Showers 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for.Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1430 from to CONSTRUCTION OBSERVATIONS a`22... 0 -. ..a' _`� sTOP!IC ANp ::r L+OCATIO +t'L',Fi - �-7t y _ -. &_ DESCRIPTION OF FIELD ACTIVITY; `OBSERVAT_ IONS`AND �: RECONII41ENDATIONS TO OWNEi 4',. -„ �+;�� P -c -.-'",is :»^,^ ,,:...�' FURTHER 1( TION {3EC©MMENDED TO lOWNER 1 Installation of Driven Grout Piles at Area A (Proposed Two- Story Shopping Mall & Theatre) I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 7 augercast piles today. The pile was installed with a continuous flight auger suspended from a Manitowoc 85 crane. The soil profile for each augercast pile was determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. Refusal was defined as less than 6 -inches of penetration over a 5 - minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. During the installation of piles 270, 293, and 345, the auger became plugged with sediments; It was retracted, flushed, redrilled to refusal, and regrouted without any complication. Piles 348, 268, 295, and 350 were all completed without complications. None. ATTACHMENTS Figure 1 -- Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS.. The Shannon & Wilson field representative is present on site sokly to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the wort. The presence and activities of the Shannon & Wilson field representative . and our acceptance of any non -conforming work or failure m reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority 0 direct the connector's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) Page 1 of 1 ! fr ,• f`..;‘, 11i `o,G, 111 .=. 11 11221.41' 4111 mow j1,11„ UZI 1 . ' 9 .1jI • 14- j \ - - Ir • • -1Figure 1 - Aiwycets+ pile, Insfailtriloi Southcenter Mall Expansion, Area A ! 21-1-20189-007 (1.) (11/ Dectrnbei- 24, 2001i 1. 2 ¢ U 0 a. a CC EFFICIENCY CC w a 1 a w Z w 0 i 0 0 < o� cc • • 4- a 1 LL m 11111111111 nW c- CV N lV' N re1 UN M 5 0 s w D gig co O V aU 0 Z 0 CC0 [tel N A cr- N Oci M OQ N in 0 LU 7 1- w z 0) LL O w w =In SHANNON &WILSON,WIRONMENTAL L INCGEOTECHNICAL AND ® DAILY FIELD ACTIVITY REPORT PROJECT NO.: 2 1-1-20 189-007 REPORT DATE: December 21, 2006 REPORT NO.: 17 SW FIELD REP.: AMT PERMIT NO.: D06-425 ROJlGT'lNAMEILOCQTION Westfield Southcenter Mall Expansion, Area A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Partly Sunny 40s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Bayley Construction Dewitt Construction from 0730 to 1500 Story Shopping Manitowoc 85 crane. The soil profile for each augercast pile was from to CONSTRUCTION OBSERVATIONS _Y,.".>.•..e„",'^i';".'Pa:it; ,`.::1;^:,-.. ✓., _.r.-.... NO. , TOPIC ANI) LOCATION ;,;; DESCRIPTION OFgFIELD ACTIVITY, OBSERVATIONS AAIB i.�' ..,<s:.. -w:: e: <....�:. ,,,. ...s..:"S::w..._.;i.,,.,,,,-,„t,,-,.,,,,;,::,:-,,, m ry . ,. RECOMMENDATIONS TO' OWNER `'' '.:..5?:°:�R.. dµu'ai-f:-; `.:.: ;:_FU THERACTION . i RECOMMENDED TflaOWNER. 1 Installation of Driven Grout Piles at Area A I arrived at the project site today to observe the installation of augercast piles for Area A (Shopping Mall Expansion), as shown on Figure 1. Dewitt, the pile contractor, installed 3 augercast piles today. None. (Proposed Two- The pile was installed with a continuous flight auger suspended from a Story Shopping Manitowoc 85 crane. The soil profile for each augercast pile was MaIl & Theatre) determined from the soil cuttings and the behavior of the auger during drilling. All piles were drilled to the design depth or to refusal. ” Refusal was defined as less than 6 -inches of penetration over a 5- minute period with the full down pressure of the auger being applied. In our opinion, based upon observations of the auger and the soil cuttings, the piles installed today will support the specified design load. During the installation of piles 386 and 360, the auger encountered both obstructions in the hole (during the rebar cage installation) as well as being plugged with sediments; For both piles, the auger was retracted and flushed, and the piles were redrilled and regrouted without any additional complications. Pile 353 was completed without complication. ATTACHMENTS Figure 1 — Foundation Plan (Area A) Figure 2 — Augercast Pile Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identqled and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject any non -conforming work does not relieve Me contractorfrom complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specgications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. REV�IEWW BY (PM initial/da )) "•711 l j2 '7 Page lof1 71- ' li- i- 1,1! , ,, i •••,...,„,..., I it, ` '',,i, 1. - -AA .. 1-N--- LI! A . .... ,,, ! • if 1 \ Os, IL 4 . - All r I i 41.111 I: . Jj!..!! • F1 1:111! Yji V..11 fitir I 41,If it JA •.tAFigure 1- Attgevatsf Pile Insinfintion Southcenter Mall Expansion, Area A 1_21-1-20189-007 Decernker 21, zooio ft1).51•pi • 11I.1IT! C2s i974,17-.1 DATE OF CALIBRATIO z w U_ w w w c. 0 cc co 0 COMMENTS ! REMARKS (EG. REBAR) IL z 0z `0 0<>- o� a 1II 111111111 _NE 411111111111ft Mtn - 11111 n12:1 a .0 to, tN 0 w z (75 VIII SHANNOND EMILSONON$INC. SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER TRANSMITTAL 400 N. 34Th STREET, SUITE 100 P.Q. Box 300303 SEATTLE, WASHINGTON 98103 206.632• FAx 206.695.6777 ruz r1,17:11 SEP 1 mit CO,.. DEVELUM;, jENT TO Mr. Patrick Bums Date September 17, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , SEPTEMBER 13 AND 14,2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOGS SEPT 2007 2 DAILY FIELD ACTIVITY REPORTS , SEPTEMBER 13 AND 14,2007 - Per your request - For your review Hello Patrick: For your approval For your information mor your files For your action- Return with comments - Other Attached are our field activity reports Nos. 151 and 152 for backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank you, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 • "'m111 �7i1""WIYIYVIV C?YYIWVIL IIYL% MN.GEOTECHNICAL AND ENVIRONMENTAL-CONSULTANY8 DAILY FIELD ACTIVITY REPORT PROJECT NO.: 2 h1-20189-007 REPORT DATE: September 14, 2007 REPORT NO.: 152 SW FIELD REP.: ELM PERMIT NO.: D06-425 PROJECT FIAMEIL"OCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 1030 to 1130 from 1300 to 1345 CONSTRUCTION OBSERVATIONS NO. TOPIC AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS -AND;, RECOMMENDATIONS TO OWNER FURTHER AC`1rl(iht: RECOMMENDED ; ucivi N 1 GL G-26 Utility Trench backfill At the request of MacDonald Miller, Inc. (MMI), I arrived on-site today to evaluate the utility trench backfill on th east side of the site near None. JcPenny's at the approximate location shown in Figure 1. MMI was placing pea gravel in the trench and compacting it with a hoepack mounted on a Deere 310SG. Based on random probing with a 'V2 -inch diameter,, steel T -bar, the material placed was compacted to meet dense conditions. It is in my opinion that the compacted material is in accordance with the project plans and specifications. ATTACHMENTS Figure 1 — Site Map Area B — Building Pad LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of Me Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to Me contract documents. REVIEW BY (PM initial/date) 9-./7.a7 r7 Page 1 of 1 Y IJIE1 { i I :-. '4', .4 .1: 1111 3 !V I il 1 I -; Hi ii :1 g 15 §1 1 I 1I 0 SAF 1m 1 Opt es; 1 9 :VI O 43 ®000000 808001b0 • • X111 QI IMP4Ivvly 0 VVlt oviv, ItvL.. 1♦ NE GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: September 13, 2007 REPORT NO.: 151 SW FIELD REP.: ELM PERMIT NO.: 006-425 PROJECTNAMIEILOCATIbN Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. t Overcast, 60s [ I Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 1030 to 1100 from to CONSTRUCTION OBSERVATIONS NO.. TOPIC AND ::' LOCATION ESCRIPTION OF FIELD AC1 IVtTY, OBSERVA IOFIS AND `; RECOMMENDATIONS TO OWNER RECOMMENDED TO'OWNE I Curb and gutter subgrade At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evaluate the curb and gutter subgrade near the Cheesecake Factory at the approximate location shown in Figure 1. I evaluated the density of the fill material by randomly probing the subgrade with a 'A -inch diameter, steel T -bar and could penetrate .4 to 1 inch, which indicates a dense condition. None. It is in my opinion that the compacted subgrade is in accordance with the project plans and specifications. ., ATTACHMENTS Figure 1— Site Map Area B — Building Pad LIMITATIONS: The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. RREEVVIEEWWW BY (PM initial/date) 9y7.07 Page 1 of 1 0./i//.NI IQ t.;::3k pcoxiryA, D eAti r7 t' 40�la.zeaaf�� 6otAA 0A/tAte,- X'farl t 2! -1 —7.0m--co-7 FAR /1/ 'Nkke 101411 Fra � 1 �„tvier) 4-Gott50#1 �■rrr,. ECENED �"�SHANNON &WILSON, IN 400 N. 34Th STREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTAN ii��G '17 L11 11 P.O.Box300303 U SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVERDCEvE Opp T 206.632.8020 FAX 206.6955.6777 TRANSMITTAL TO Mr. Patrick Burns Date August 14, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JULY 26 THROUGH AuG 6, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM L DATE No. DESCRIPTION DOCS JULY/AUG 2007 5 DAILY FIELD ACTIVITY REPORTS , JULY 26 THROUGH AuG 6, 2007 - Per your request - For your approval - For your information - For your files - For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 146 through 150 for backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 •-• SHANNON 6WILSONB INC. GEOTECHNICAL AND ENVIRONMENTAL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 26, 2007 REPORT NO.: 146 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT. NAM EILOCATION Westfield Shoppingtown Southeenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: GL 25-28 (A -D) MacDonald -Miller from 0800 to 1300 _22Q/471 Lloyd Enterprises from to compaction from lines 25 - from to CONSTRUCTION OBSERVATIONS NON TOPIC AND Ya LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANDRThER RECOMMENDATIONS TO OWNER ;> ° ACTION ; RECOMMENDED TO Q NER I GL 28-29 (H -J) Bathroom Backfill Evaluation At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility pipe trench from line 28-29 (H -J), as indicated in Figure 1. The onsite native backfill material was compacted with a hand operated jumping jack compactor. I evaluated the density of the compacted native material by randomly probing the surface with a 1/2 -inch -diameter, steel T -bar. The probe penetrated up to 1 -inch in most areas, which indicates a dense condition. None. 2 GL 25-28 (A -D) At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today I recommend additional Building Pad . to evaluate the backfill and compaction of the building pad from line compaction from lines 25 - Backfill Evaluation 25-28 (A -D). The onsite native backfill material was compacted with a vibratory roller and hand -operated plate compactor. I evaluated the density of the material by randomly probing the surface with a 'h -inch diameter steel T -bar. The probe penetrated up to 6 -inches in most areas, which indicates a loose condition. 28 (A -D), after the material is allowed to dry out. 1 recommended that the material be allowed to dry before further compaction is attempted or the material be removed. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to ►eject any non -conforming work does not relieve Me contractor from complying .Ijsw 0 7 with its contract documents. Shannon & Wilson does not haw the authority to direct the contractor a wnrk Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of Page 1 of 1 work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) •••••••••-•••••••,•••••••• •••• :••• ••• •••04.• ••••••• 1111 11 I 1H 1111 11 11411111 ,...111..111111111J. H 9*: 0• iici.reaA. lib ..) ___.....0 misoRin=ii_OPMMOOMMMMMIMMi1iMMINEUE3=MMEE iliga. .r. s?.. MI. 00 0 0 0 't NISI 000 kill Ott n1M 1, •"Wu . 147." -re i I CrilIM PPIPEr rIlr1111 rff511411 NIrdrrrErtl• ' .11V1'ff IS _ ...Mb CrY141 11:111'11 1.•••111 - IMWMII1 11 .. grous Karr . _e„.0.=....„...,,„, ....,___ ,.. -AT. . el .. 11.01 ine•il .110, .._,X1AilfatrAPINE••.&..,/ r=r. ......CrZ Z2..... i'il 4 Mraal -r......a,i". r/r411 pi "AlP7,7,i'leilit 1 NO. 41..1.4 ..40 I:1 0 t lill1412Mitilit MiT ...i a , i Al , :7' k !Pi '"tifig.11 i 4titlej lit llie 2r.4qt II III'', ...r.qg 04 I - 1tikt ffIq .-.., .,......Id.,( a.. • • 4111141111/1,4..-1Fz--l1/ 6 0i, Lki1 11 1a1 tfrglP r ff. II iili Hill 1ili0rr iiPI 0 . \\ 04.•...1 .. = a= = ..% ...-..lo. .erizr, Ir.,. 41/ ir 44. 1 If- ji _ - .11 (I ' .1 1 ii! il 1 . • ki 11 -- -41--!-- 1 ii --1 •-,, ','b1 1' 1. 1 1i1i 11 '4li1i 1 •- ..I..E,.n.: 1 ...i_t iii 1 \-ihI A'-i-ttil --1- 4 -- p,,virss,.. 41.• 4L AiNes11 irz AA :NI, lir,: it-ar VII115511MA „, 12df 74e.• 5114•V.P. g1I :it4, • • ••• --O 1. ■l1R 14.7rIMI I1VVIM O VVIWU1V.11VLr. Mir GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT F,.PROjECTIVAMEILOCAliON PROJECT NO.: 21-1-20189-007 REPORT DATE: July 27, 2007 REPORT NO.: 147 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Sunny, 80s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: IL1j (DriSfriiC+IDr1 Lloyd Enterprises from 0900_ to 1230 r r from to CONSTRUCTION OBSERVATIONS :n' .., .r.. ,:, .n+. .':.: ...:...... ... - TOPIC AND- _. LOCATION ........--.., :, c•.: m .... ., , _ ': _-_ ..: .. r,',,: ::,n_ _'.+.r.,,,;..":.°.'.'a•n:G•:.; : DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS ANti::- - ECOMMENDATIONS TO OWNERIONS :'x. -J... .. .... .,,. :.FIJt2'i'F ER ACTION ,.0 T• HT 1 OWNER 1 GL 25-28 (A -D) Building Pad Backfill Evaluation At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evaluate the backfill and compaction of the building pad from line 25-28 (A -D) shown in Figure 1. The onsite native backfill material was compacted with a vibratory roller and hand -operated plate compactor. I evaluated the density of the material by randomly probing the surface with a %Z -inch diameter steel T -bar. The probe penetrated up to 6 -inches in most areas, which indicates a loose condition. I recommended that the material be allowed to dry before further compaction is attempted or the material be removed. I recommend additional compaction from lines 25 - 28 (A -D), after the material is allowed to dry out. 2 Evaluation of Baker Blvd. Parking Lot Subgrade At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evaluate the subgrade of the Baker Boulevard parking lot shown in Figure 2. The onsite native backfill material capped with 6 -inches of 1/2 -inch diameter crushed rock and compacted with a vibratory roller. I evaluated the density of the material by observing a proof -roll, by the contractor, with a fully loaded dump truck. I observed nits of up to l- unch on the surface in several places along the eastern boundary. At this point, only the western portion of the parking lot is acceptable for asphalt placement. The eastern portion, throughway connecting Firestone Tires to Baker Blvd,, will need additional compaction. I recommended that the material be allowed to dry before further compaction is attempted or the material be removed. I recommend additional compaction of eastern throughway, after the material is allowed to dry out. ATTACHMENTS Figure 1 — Site Map Area B -- Building Pad Figure 2 — Site Map — Baker Blvd. parking lot LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep ow client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any Information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical regairemems of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 era& bifttatel InstRued xpik )(tirfiple-teA. 16rreVioushi stet Ea .0.161+1 — Cts ANF a mammas 1.111.11.1.16.1.23 scri Ewa 11011111.m. NM M. CR WM PERMIT/B1D ADDENDUM 02/05/2007 • 3r• AKIO=cfsrig Worlt WPM Z1 1111W 1,11 ItimphrtiTig 1 16 —1'—V A FOUNDATION PLAN AREA 8• Jab N. D. Seale S1.2 1 r Flq litKE Matkea 2Nr 6' CURB 1RAN5111CN EXISTING JCPenney 28.79 P2 SIA ' 1 0231 _�71]- inset,Ti G CURB 4'.11.44140-10-. "0:4y; Orr DQSING 08 TO MAIN. AOJUST RIM TO ROI GRADE 1E18.26 EASING CB\' 7 AIN. LAI. ADJUST GRADE CONTRACTOR 10 SLOPE LANDSCAPE PREA AT A MAX CF 311. MATCH EL GRADE tiorit4 %Nat 44 Ate ( 4 s1V R L _�^ E20. flet. NE r 1 iii�i�iJ/// 1 STRUCTURE SCHEDULE re 115 PE 1 CO Id 1 CB PE1E8, PE1CV IE 111(19,__ FMB CB 14158 2 511111 PE 1 CB 1E 1 CB FE 1121 00161 N1:s 0E1EB 001 CB IPE 1 CB IE1C8 E (Cull I ME ,459 250 11.62 1113 1119 11.44 TIDE 1 W 1100 W TIE 917 25.11 TRE 1 CB TWO 1 CB 512E1CB 30,1 a4 262 9550 AYH Ir 251 tOM 1511 1120150 24.1 17.10 2050 20.50 11PE1CB 11PE10 24,5 10.24 244 16:37 274 12.7 265 10.53 1174 11a4 112E 1® SPE 1CB' 251 95.4 21.A E}j 150 TRE 1CB TRE 1 C8 260 235 a4± *21 ISE 1 C6 241 9603 TOT 1CB 273 2343 1646 10.00 PPE 1CB 266 70,01 PPE 1 CO 24.7 21.00 TIP0 118 al 2393 111E1w 27.2 14.20 272 23.56 166 2172 17.3 24.30 26.2 11.5± 26.1 20,01 TICE 1CB E 1 C6 1 -ME t1PE1CB 166 2214 WEICB 27.2 2176 950 21.23 2'34 21.41 /WE 1CB 7190 1 m 141 27.1 21.0± 21.13 it Tiff 1CB 11PE1(8 TRE LOB 27.2 2420 • 271 23.74 Ilk 24.05 e 112E5.431 27.0 2367 16.4 966 2150 1150 120 1 CB ass 11111 Ea 216 2200 211 0067 ER Solei 24.73 1435 21.7 21.21 411 501,61 241 Ms 9 rma mirso 241 15.01 15.11 lCO I.E. TREICB 51PE1C8 27.75 27.2 2407 24.20 5011 215 15. a(0, E-10 16.650 E"9 3) PPE 118 230 16.70 11,11111r11-• IN= 1111212 dmfs w1 PA 1 ET Ewa OTd 747 14E 0 PR'E 8 HEDULE MEM f71 15' 15' 15' 1d ®m 16" 11 6667 .6006 6006 0.005 Q9 . 13• ter 34 43 ADA 0.005 .d� 1r Ht 16' 16' 12' 93 0.005 51 62 77 110 1005 1105 6066 BB KS •s: L 21' 21' 2r 21' 00025 0962 11 0002 51' 0.002 0.71. SDCB 523 HC1 6\EU 12' 1211 M' 12' 1Y 21' 10 1.602 IS • 12' 12' 12' 121 0,031 gig 12' 31 ams 12' 12' 15' is 115 6005 30 0.006 41 0.012 In 16r i6+ 0.005 El 1s A -15 moo 6' 11' 110 0066 El 12• 100 0006 ICI 0• KE 15' 15' 163 35 0.005 0.005 RE d5 0' E2 12' set 21 12' 157 0.005 0.006 1024 A Loi 21' 21' 21' 15 44 22 4.001 00095 J0 12' 17 12' _ 12' 15' 12' 12' _ 12' _ 32 0.005 64 0.005 173 0600 34 0011 S 0103 26 0301 66 0012 1 23 13 [RKI . 12• . [5831. RW 07 222 AN 41 17 24 141 12 32 Ale 16 67 25 134 14 54 7a r13 73 25 ttl_111 a71r7Ft<1VIVVIV QVY1WV1V,11V[.r. sow GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 30, 2007 REPORT NO.: 148 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAMEJLOCATION Westfield Shoppingtown Sonthcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 80s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: 69+ Lloyd Enterprises, Inc. from 0700 to 0800 Backfill Evaluation from to CONSTRUCTION OBSERVATIONS NO ..:.....� TOPIC AND :.. LOCATION .: ,., o. - .. -' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND ; . ,> .,° r .r. ." 'RECOMMENDATIONS TO OWNER :. �. e ..r � e. .�.,,. .1 -. ;; FURTHER ACTION RECOMMENDED TO OWNER I GL 25-28 (A -D) At the request of Lloyd Enterprises, Inc. (LET), I arrived on-site today I recommend additional Building Pad to evaluate the backfill and compaction of the building pad from line compaction from lines 25 - Backfill Evaluation 25-28 (A -D) shown in Figure 1. The onsite native backfill material was compacted with a vibratory roller and hand -operated plate compactor. I evaluated the density of the material by randomly probing the surface with a 'A -inch diameter steel T -bar. The probe penetrated up to 6 -inches in most areas, which indicates a loose condition. 28 (A -D), after the material is allowed to dry out. I recommended that the material be allowed to dry before further compaction is attempted or the material be removed. 2 Evaluation of Baker Blvd. Parking Lot At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evaluate the prepared and compacted native pavement subgrade material, as shown in Figure 1. None. Subgrade I evaluated the density of the compacted material by randomly probing the surface with a V2 -inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. While onsite, Lloyds performed a proof roll test on the prepared subgrade material with a fully loaded dump truck. There were settlements up to 1 -inches and minor pumping conditions of the prepared subgrade. If the probed lift and proof roll test is representative of the conditions of all placed and compacted base course material today the pavement subgrade was completed in accordance with the project plans and specifications, m my opinion. ATTACHMENTS Figure 1 — Site Map Area B — Building Pad Figure 2 — Site Map — Baker Blvd. parking lot LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying r with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by Me ' �f 3 0 7 Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 :: • MK"��lW TiP WESTFlf3D DESIGN a CO/YTRUCT.P 11.1 raN. r11/1.rr. 11M /M1.. W ARO. Orr.o.y 001411.17.r 3141.170 *MO 47i 4414 R.SIWoUun No. Caa.Almlr 11 LIRMAI%JF!I ;%til �IH! tM w 71 / f rrayn RMluliMAREZE :RIM 4, c]b iii :irTris�,..eu :iiem _ ____•rr :7 rJ. =me ARP iASW4A7SS f..tlMau r�r I— Mill KNOWN r.11trlM ar.tR■Mme. p.ran PERMIT/BED ADDENDUM j 02/05/2007 rA:.$ ;;lill;\ILII 1 o woo is 2 Ray Flax- Na. R,MUnn Datr J DIsmt. TEM FOUNDATION PLAN AREA B Job Na. Dais wr SCALE 116"-1'—O• I A S1.2 j-,4113,�o EXISTING JCPenney FR - 2879 i® SKR 31 1 1 11 /la 1taim*Arnr-Arairmi_._tw-----.---04,t ,-,..- .......-----1-...?!.rAP-,.3'..T.Q.-- 0. :ill•,., ."-r.,---SA DOSING l0 TO RE24Mn. ADJUST R81 To mat GRADE X 18.26 r CURB 2: OARSMEN ol Pk $› +0 A9( UD. ADJUST GRADE 'Pr b� ,!* , 1f r.2 i •� �Jtiras� • �i ay7 �� J- r r #.�Kl�..h l"' it ISI G 't -ell il'all illii 1°--- 1 ' I1411r',.',..../n.-.--------..--.....r�.x ;. Fir. sip ff minim `'7771/ 41) -1 -von, q6... .. STORY r TO EX ,3 ,4ED ASP 3PpOX�1ATE MSC� GARAGE rFE- a CONTRACTOR TO SLOPE LANDSCAPE ATEA AT A MAX a MATS( U. GRADE ria ..h.j41111 1 Eta Aram. LID. ADJUST GRADE 0.7% i rAtd- •...••••••,M*41••••••MII•IIMIP•11.=.01.1•••••=.11•••••••• STRUCTURE SCHEDULE 1w1 y E 094 MEIEIRD EIINDOMgARRE 12.92 1113 1119 1144 19.33 19.74 10.70 1106 2130 2156 2372 .r 24.30 1954' i ji 2105 .i ME 118 2150 1.•• 9 4e 1 191 MU rr.1. • 441 44 E (111} 99! Es ▪ 1431 PPE 1 CB 22.7 ME 1 f8 30.1 11PEICe 214 710E 118 21,2 110E1CB 259 710E 1921 231 TOE 1 CB 24.1 110E 191 24.0 }1 110E 1(s 24.7 110E 1 CO *8 134E1 121 256 ,10E 1 Ce 25,4 710E 1 co a2 271 DK Ce r0. 219 EL SIXii 24.78 SOW 24119 240 2591 2550 20.50 MS 21.79 21.90 23.44 2991 11.09 2214 x23 21.41 2101 21.13 it 5111 s0. 99 14.5 1391 1511 0 lEIh 215023.97212121.15 •1 231 1519 710EI® 241 17.10 DTII® 245 1924 TREIC8 24.4 4037 110E1® 24:0 23.4± 110E1e 23.5 2421 110E 1 CS 272 24.20 53191 253 1586(1]( E-10 1168(1hl(1Q Cit 110E103 21119 1173 *ED Ian NamN sic am PLQr t 40 PIPE SCHEDULE !9E r ME8 15' um_ 10 4907 err', MEa 21' 35 13 19' .1936 YI' 103 PrE I 90325 • 1002- rs MEV _MI 12 >r 11 11006 l5 eI 6.005 22 21' 11 1042 2r 51' 0.002 34 21' tro 0.032 12 1r 1r 43 9.005 93 19105 11 1005 22 1r 121 009 12" 31 0905 12' 115 12 23 15 tr 15' 15 tr 15' 92 77 110 9005 1005 9906 142 153 51 181 EX Sr 12' 21 157 1305 0.035 4005 403'5 0.004 12 12 15' 3s 15' 41 9r A • 15 1r 109 12' 32 0.305 9.036 9.912 0.000 0.005 1005 13_ 12 12 DE it e9 12' 173 12' 34 0.005 0.070 0.024 2r 15 1004 15 21 9r 26 avil 1011_,_ jib +®�Etga 0.103 0.101 21' 44 0.3025 12' 98 0.022 CUD 21' 22 10025 12" 25 0.435 21' 101 0.0025 0.005 12' or 1' 12. 1r lr 12' 1r 111' 46' r r 12' 17' 1r 12' 12" 1r 1T 12' 1r 222 -.2K41 17 24 141 10 32 -ASK 16 51 25 134 24 Si 70 13 73 25 2D 14 luIv.331 701- IN �W1I4IVIVVIV V VVILaOVIV, Irmo. aiiiiiiipGEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: August 3, 2007 REPORT NO.: 149 SW FIELD REP.: AIT PERMIT NO.: D06-425 ROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 80s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: fjcir,e, Lloyd Enterprises, inc. from 1100 to 1200 /i from to CONSTRUCTION OBSERVATIONS ' NO, ",. . - TOPIC AND �. - " , LOCATION '. DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND «' `°s� -` : RECOMMENDATIONS TO OWNER':. ' " : FU, T - -..0 TIO RECOMMENDEDTo 6- NER 1 GL 25-31 (A -D) Building Pad Backfill Evaluation At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to evaluate the backfill and compaction of the building pad from line 25 - 28 (A -D) shown in Figure 1. The onsite native backfill material was compacted with a vibratory roller and hand -operated plate compactor. I evaluated the density of the material by randomly probing the surface with a 'A -inch diameter steel T -bar. The probe penetrated up to 3 - inches in most areas, which indicates a dense condition. It is in my opinion that the compacted backfill is in accordance with the project plans and specifications. None. ATTACHMENTS Figure 1 — Site Map Area B — Building Pad • LIMITATIONS The Shannon do Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative • and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractorfom complying with its contract documents. Shannon et Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) "4�- re-r3417 Page 1 of 1 WM. • - - 101-1* ..._.. t,,rWIVIVVIV C V YIWL1IV, 11VW. Mai TEGNttiCAL ANO ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: August 6, 2007 REPORT NO.: 150 SW FIELD REP.: AJT PERMIT NO.: D06-425 :zl'1rQ�! Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 60s C'ient Westfield Corporation General Bayley Construction CC ( l iv of Tukwila Subcontractors for Geotechnical Constructlon TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 1030 to 1100 ,y4f from to r 140. Topic � . LOC'AT1O 25-.11 f.4 -D) Be„.!Uirf: Pad "c. fill !.:,aluation CONSTRUCTION OBSERVATIONS At the request of Lloyd Enterprises, Inc, (LEI), I arrived on-site today to evaluate the previously installed the capillary break across the building pad from lines 25-31 (A -Walker Duct). Capillary break material consisted of crushed rock (up to 1/2 -inch diameter). It was applied using a telebelt, raked to grade, and was compacted with a plate compactor. It is in my opinion that the compacted backfill is in accordance with the project plans and specifications. None. 4 Cht i1=N r Figure 1— Site Map Area B — Building Pad 1 Limt'r i n, i L•v,- 1 h; ,Shannon de Wilson field representative is present on site solely to observe lire field adtyldes of the contractor identified and ke'4 •,,r .,, r rr , nformed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and + r: r .^ ,,: •nu. of any non -conforming work or failure to reject any non -conforming work does no relieve the contractor from complying with os elm!, aci documents. Shannon & Wilson does not have the authority to direct the contractor } wont Any information provided by the Shnnirr, t+•limn field inspector Its intended solely to advise the contractor of the technical requirements of the plans and speeifications� and ,. ;ic"; r crneept The contractor 1, solely responsiblefor its means, methods. sequences, procedure, construction the safety, quallty of work to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 Irk. Hili z;1F.. F`' 1�rr 1@ �'r i 1 .J�� �,�� ��'T�f, rl�liliii� AA� �►-7U p , 214‘4.��K� .' JA -__ Ar. 1 mil 1A ��� Wii III: � tin BILI ■Tv!! 47G1k. iVr.•. iwt'* 11 >*NII `;r me tjv 4.41 iiI otig afas"s-Ah_fi1, ill, so WI11REID MOM • 70071111 17.1C11011 11101 Othirard, 11th Flow N A.ar. 1511177117 i0000i74M -, ttAwhtw. 310 477 NM F...wr 110. ]a 4111 W.. s" i rang rpi dr LI 11.glfollon K4 Ilmoth 71-.4 Con.4tont, ANF IAYOQA'IB -insmita....- r,ar 2111111 al.IrMya/A11A111ir.0 1.r1.. tir 1.147.77- 11=1771411.1010 st.l.ta1tWry PERMIT/BID ADDENDUM J 02/05/2007 K+7 Rex N. Awl.bn Date limas MUM C 104I1fO1 1'W411 E mid RAI mac KM= MAIM —savour tl MAIlN ® 11111 atm imams E/. va rnem WPM 0-- O—� Sheet Title FOUNDATION PLAN AREA 13' Jeb lid - oat. Sc.d 1V.fI S1.2 RECEIVED ..I1ISHANNON iV flLSON, INC. 'JUL' 2 7 200400 N. 34N STREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS COMMUNITYP.O.Box 300303 DEVELOPMENT SEATTLE, WASHINGTON 98103 SEATTLE' RICHLAND • FAIRBANKS • ANCHORAGE • $T. LOUIS' BOSTON • DENVER 206'632.8020 FAX 206'695'6777 TRANSMITTAL TO Mr. Patrick Burns Date July 26, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JULY 12 THROUGH 19, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS JULY 2007 6 DAILY FIELD ACTIVITY REPORTS , JULY 12 THROUGH 19, 2007 -- Per your request - For your approval -- For your information -- For your files -- For your review - For your action- Return with comments -- Other Hello Patrick: Attached are our field activity reports Nos. 140 through 145 for backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 NEM SHANNON ANC WILSON, INC. DAILY FIELD ACTIVITY REPORT ,P: arm PROJECT N; PROJECT NO.: 21-1-20189-007 REPORT DATE: July 12, 2007 REPORT NO.: 140 SW FIELD REP.: HKW PERMIT NO.: D06-425 0OCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 90s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: 1364 if Can' MacDonald -Miller from 1000 to 1430 from to from to CONSTRUCTION OBSERVATIONS :. NO. s• ... IC AND , ".: t OCATION . . ...:e,., ,. ! y,� .:.,x, .,:. _: D SCRiFTit . OF:FIEL.D �AGTIVITY, OBSER� AT1OI�S 1�1+%D ,e <e< e:e • RECOMMENDATIONS TO.OWNER !\r w . F . ,., ACTl'-.:< w.`R COMMEND 1 Backfill and Utility Trench along 29 Iine (D -I) At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility trench along line 29 (D -I), as indicated in Figure 1. The trench is approximately 8 -feet deep, and the first five feet were backfilled with approximately 'h -inch diameter pea gravel, capped with approximately 3 feet of 1 '/-inch crushed rock. The material was compacted with an excavator -mounted vibratory plate compactor (hoe -pack). I evaluated the density of the compacted 1 'A -inch crushed rock material by randomly probing the surface with a %z -inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. If the probed lift is representative of the conditions of all placed and compacted material today the backfilling was completed in accordance with the project plans and specifications, in my opinion. Backfill and compaction will continue tomorrow, Thursday, July 13, 2007. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and ow- acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve Me contractor from complying with les contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector it intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequencer, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) 7Z! -c7 Page 1 of 1 I AN"; 47.011110A Wt1111144.11MAINIMITI C]i fiinIiil?��� I_tHIF1I illlilllliN�l p 4J iv 1 114 � p { diRlimumbi i ttX1111111 %1 4 ¶rcnch b&cKctl OiceervotoeVEvaludVd4 6hannovi� �rI5�n,�nc Wes -t edid 5:+- Mal l O r.pans i ovl ZI - Date : Z 5 Zoo. F1& SHANNON ILSONeTANTS IL C�NC. GEOTECHNICAL AND DAILY FIELD ACTIVITY REPORT ECTeNAME A1ION PROJECT NO.: 21-1-20189-007 REPORT DATE: July 13, 2007 REPORT NO.: 141 SW FIELD REP.: HKW PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 90s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: !y ky raid. MacDonald -Miller from 0900 to 1400 from to from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon 4 Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract docw rents. Shannon 4 Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initialldate) � q '23 -dam Page 1 of 1 TOPIC AND'E .;:, :%%:- LOCATION.'. ".` -.: DESCRIPTION OF FIEL.D.ACTIVITY, OBSERVATIONS' IND;` = ;= a '<'RECOMMENDATIONS. TO O1Rt ns:: r € < ~, ; _'R NER�isa�:'::;'°°� �'icsm _. e.,....",.m."�x.ti.wFs°..'+-,z,« a s.......,.<."u..«.s.a...:.;aq(5.`•+:{:+.x.%.�-»�.i�tnczt�?[is�a�..i �%s:J €:rfC e'u FURTHER A TION, COMM ENDE E D�T£T.OVVf�"E°,�°_ d'uSi�Y6«b'$4'�a'=;=.,;^::� �.e y>< i?o-i=�'::.,�i dery „�;.,.y 1 Backfill and Utility Trench along 29 line (F -I) At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility trench along line 29 (F -I), as indicated in Figure 1. The trench is approximately 8 -feet deep, and the first five feet were backfilled with approximately '/cinch diameter pea gravel, capped with approximately 3 feet of 1'/. -inch crushed rock. The material was compacted with an excavator -mounted vibratory plate compactor (hoe -pack). When the stock pile of the 1' -inch crushed rock was exhausted MM continued backfilling with onsite native material. I evaluated the density of the compacted 1' -inch crushed rock and native onsite compacted material by randomly probing the surface with a '/z -inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. If the probed lift is representative of the conditions of all placed and compacted material today the backfilling was completed in accordance with the project plans and specifications, in my opinion. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon 4 Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to refect any non -conforming work does not relieve the contractor from complying with its contract docw rents. Shannon 4 Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work. and adherence to the contract documents. REVIEW BY (PM initialldate) � q '23 -dam Page 1 of 1 Nang mu L1111111111111 Osco/ ©Wilrilll :o }tttttue;�ii l i Fd�� Pic ..F,- _,� 1IIII s�IIII!}'I _r r Tict' Scurf II NalLaCc / (Ioeetvac4Y Don �, ahndYl E kale/ ' l s-Ef�yid s.'CES. IA a l pan an 21- I - zo v ? - A-12 : 1'-F1 Lite : 13 Ste[ 20n - R&.1. .=111 AND ENVIRONMENTAL COe INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 16, 2007 REPORT NO.: 142 SW FIELD REP.: HKW PERMIT NO.: D06-425 1ECTP OCATION Westfield Shoppingtown Sonthcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER S. TEMP. Sunny, 80s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lstr/7 (di SI MacDonald -Miller from 1100 to 1400 from to from to CONSTRUCTION OBSERVATIONS ... �; qjg�Htvli.O=,,?r.'"e 1 PC - ,r.+-m� -.a:.°-v:;w ✓;�.:.`v:.T.IxrOO.. .x., ,.>r.»aw»«., rb—'§3%.ar x .r'a:m°°, yr.m", ,CA Storm Trench Backfill Observation and Evaluation SCIPTION,"O'FIED ACTIViTY,'OBSEVATIONS :REOQM ND TiONST£ •f re. vrx -a,'- Ne r .. e .d., n.p', ya.pEe; ;v .:., a2<i✓x ..- ,. a. a. .,,. At the request of Lloyds, I arrived on-site of their storm trench at manhole #18, as trench is approximately 8 -feet deep, and with pea gravel, capped with approximately material, which consists of sandy, gravelly The material was compacted with an plate compactor (hoe -pack). I evaluated native onsite material by randomly probing diameter, steel T -bar. The probe penetrated indicates a dense condition. If the probed lift is representative of the compacted material today the backfilling with the project plans and specifications, s.n «/,'G6: .«. .'J.' )_.: .. .. OWN . URTHER`A..,.•.C;RwT.I ON.. COMMEND NR ' S.%..w.�✓> e . c.a$.eC today to observe the backfill indicated in Figure 1. The the first 2 feet were backfilled 6 feet of native onsite silt and silty, gravelly sand. excavator -mounted vibratory the density of the compacted the surface with a V2 -inch - 1 to 3 -inches, which conditions of all placed and was completed in accordance in my opinion. ATTACHMENTS Figure 1— Grading and Drainage Plan LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d Wilson does nut have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specrications andior design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7/,/,/,a,%7.23.07 Page 1 of 1 EXISTING JCPenney DC9 305 774 FFE = 2179 im 5 -Prat) `' 7rch bctCK 'tI .F_i- r. . a . a, r 1rr�11 PA Leh:. �...� T y � �- :ems«� .41111 .R!!!:/:-;. ❑` Ifi/\ �\ �i�� �_�H3E-'�•��• 1r<ifiapp-/ .sem' i. ` i.�{' 41( 4'0 70 �-.114 TT!, .IM.11 046 J21! WATER447174TY YAULT CB I. it -- 7 343 GS 'MEL 4000 CONTRACTOR TO SLOPE LANDSCAPE AREA ATAMAX Cf 4343 MATCH EX.� CRADE am 1 Q�SHANNON AND 6WILSOL Ne INC.4 DAILY FIELD ACTIVITY REPORT SII EILOCATION PROJECT NO.: 21-1-20189-007 REPORT DATE: July 17, 2007 REPORT NO.: 143 SW FIELD REP.: IIKW PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Rainy, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: , f' (1.41_/ MacDonald -Miller from 1100 to 1400 Lloyds from to from to CONSTRUCTION OBSERVATIONS - ,,,, C OIC;Ai AT ....„ua,.. GJIMEVD.ATIN>TO.OWJEt.: ,.....QEaswSC...,RIPTIONOsn�F.."IELD,ACT€VIT..rYa:r; OBSERVa ATIO°NS;AN:a.✓ddi� ,:?_".aarFdW FliTFERAr- O- = CMMENDEDTO„OWHE , »'. 1 Pavement Subgrade Evaluation At the request of Lloyds, I arrived on-site today to evaluate the prepared and compacted native pavement subgrade material, as shown in Figure 1. I evaluated the density of the compacted material by randomly probing the surface with a Y2 -inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. There were isolated areas where the probe penetrated up to 6 -inches. While onsite Lloyds performed a proof roll test on the prepared subgrade material with a fully loaded dump truck. There were settlements up to 2 -inches and minor pumping conditions of the prepared subgrade. If the probed lift and proof roll test is representative of the conditions of all placed and compacted base course material today the pavement subgrade was completed in accordance with the project plans and specifications, in my opinion. ATTACHMENTS Figure 1 — Site Map Area B LIM fATJONS: The Shannon d Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client Informed of the progress and quality of the work The presence and activities oldie Shannon et Wilsonfield representative and our acceptance of any non -conforming work or failure to reject any non -conforming work doer not relieve Me contractor front complying with its contract documents. Shannon d Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon ch Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) . � 7-23.07 Page 1 of 1 CURB TRANSTDCN EXISTING JCPenney FFE - 28.79 I® SDOB 31 EX1S1 4G co TO REMAIN. ADJUST RAI TO MR GRADE E 18.26 E)US1ING CB y`,'BOAR LID. ADJUST GRADE 141 its STURM TO E OVED ASP MODEL 4000 REMAIN. W. ADJUST GRADE SO a7% 0 CCNTRACTOR TO SLOPE LANDSCAPE AEA AT A MAX OF MATCH IX GRADE I Li RIM E 20. 7 / 1 petver c.1,f- / SGL a I f r 6)4••••V.r ■ _ OIMM O` P! 2 SKR 523 mon •��� SHANNONEWrovinotoImLESONsILNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 18, 2007 REPORT NO.: 144 SW FIELD REP.: IIKW PERMIT NO.: D06-425 JI OCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA 13 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rainy, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: fjrkr Co 46/. MacDonald -Miller from 1100 to 1400 Lloyds from to in Figure 1. from to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 23 -07 Page 1 of 1 TOPIC AND LUCAT QI�W.a::: :., D SCRI,PTI • N;OF FIELDACTIVIlY, OBSERVATIONS A ._,...#tECOMMENDATIONS,TO.OINWERa:-'ry W :; .-.q;;4.;,:,:Y::`° +: FURTjj,RAcTIO A RECOMM ;WN N TO., 1 Pavement At the request of Lloyds, I arrived on-site today to evaluate the Subgrade prepared and compacted native pavement subgrade material, as shown Evaluation in Figure 1. I evaluated the density of the compacted material by randomly probing the surface with a V2 -inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. While onsite Lloyds performed a proof roll test on the prepared subgrade material with a fully loaded dump truck There were settlements up to 1 -inches and minor pumping conditions of the prepared subgrade. If the probed lift and proof roll test is representative of the conditions of all placed and compacted base course material today the pavement subgrade was completed in accordance with the project plans and specifications, in my opinion. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 23 -07 Page 1 of 1 EXISTING JCPenney FTE r 28.79 6. CURB 1RANSITIDN Wirer�Yi 'Wog Etp: 111PI•. 470 ASP PROXIMATE 11S GARAGE FFEd 0 I LE ' sae 3r ___ N .., r CURBY;:. j A 1. LA, rata\-.:41ffir-Amakinkre,.. If Nrra��l� ' O'k. .." 44.4<dik„....r. spiv" rnaitr. , ,-NIIPNEN or 'Ilk VC ..:�F` VR=2-;:.�:r� it �, fJ ►rw,,,9 . i ii .1.: AlkTF r, 4rit �� f ii 414, ..a., ' /�--....44-fit. 7rrniZeFiTre:' 7,-- , ,40 r%as,,„4_.1t eitI���J,ELfA I%mai L Iii; /' flI_.� _ jfiiilfigIPi�ceig P1I ,1 p. -I. _• EASING Ce TO REMAIN. ADJUST R>M FISH GRADE E 18.26 EI0s1ING C8 i:a s AIN. W. ADJUST GRADE MODEL 4000 _1 .�..r.r �.. .. .. r..-.rr..,... CCK1RACTORTO SLOPE LANDSCAPE AREA AT A MAX OF MA1tH EX GRADE ti tio 1-10:101 7 REMAIN. 1111 ADJUST GRADE an Evaltk.Skltrc 'vet Proof Ra I I -Tadd. 0 r 1 1// 1// 1 1 1 1 1 1 1/ 1 F - ow ms 11 ow No 1 froir !11LfMLLI 106 NIST A n! Sharma ec. 2(-I-Zol%9-oo'4 Wes -Hi cid S.C.+r Wial( EX papis rcM. FAI .4 1 414 talc. ItTu zo07-- Ff&.1- SDC8 523 n1[f SHANNON OTECHNICALtoWILSONL aINCA DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 19, 2007 REPORT NO.: 145 SW FIELD REP.: I'IKW PERMIT NO.: D06-425 r, T ON Westfield Shoppingtown Southcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Rainy, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Q ,yiet CO 45L "' "�!! MacDonald -Miller from 1200 to 1430 II I 7 GL J.9/25 Trench Backfill Observation from to from to CONSTRUCTION OBSERVATIONS •„lC°D :x......v. iOATION-.; '-, .:.3.... .=ai,.�.,.=,+ DESCRIPTION;` OF.F1ELD ACTIVITY, OBSERVATIONS`”AND=r ;., ,, a--._ ._. ND IONS TO:OWNEFt:: r: ; a=.: = M,m_ RECOMMENDATIONS AT ' <, <.., ,q...c.:ca' ,. �'; s,.,.� .e ,... c9 FURTHER ACTION ¢ , :RECOMMENDS OWNER; hi.^6iL:. f GL G.9/29.9 Bathroom Backfill Evaluation At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility trench along line 29 (0-1), as indicated in Figure 1. The onsite native backfill material was compacted with a hand operated jumping jack compactor. I evaluated the density of the compacted native material by randomly probing the surface with a '/2 -inch -diameter, steel T -bar. The probe penetrated up to 6 -inches in most areas, which indicates a loose condition. I recommended that the material be allowed to dry before further compaction is attempted or the material be removed: 44,4,(/ c'" Re�^uv/tre1: 2 GL J.9/25 Trench Backfill Observation At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility trench along line 25 (J.9), as indicated in Figure 1. When I arrived on-site MM had placed and compacted native on-site material with an excavator -mounted vibratory plate compactor (hoe -pack). I evaluated the density of the compacted backfill material by randomly probing the surface with a 1/2 - inch -diameter, steel T -bar. The probe penetrated 1 to 3 -inches, which indicates a dense condition. If the probed lift is representative of the conditions of all placed and compacted material today the backfilling was completed in accordance with the project plans and specifications, in my opinion. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon d Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities oldie Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with lir contract documents. Shannon & Wilson does not have the authority to direct the contractor's wont Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) �6e Page 1 of 1 o 11111111 dUbb h • i 6-1. G.`/Zq 9 j3U-thraaA $atKfi 1 I EV0.1ua;G.an , ij �'I�414III�� 1,F= tN11111!19II[11- I n 1. 5hanrlan ktsigayl W estd a S. C+r. Mall Esc pans rnn 2.0 I - 003 - FAR.: 146 DATA: iel .T/AN 2007 F16:1 SHANNON WILSON o�OM INC. MU� 2007 "'400 N. 34Th STREET, SUITE 100 ImoGEOTECHNICAL AND ENVIRONMENTAL CONSULTANTSpP P.O.Box300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date July 18, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JULY 9 THROUGH 11, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS JULY 2007 3 DAILY FIELD ACTIVITY REPORTS , JULY 9 THROUGH 11, 2007 Per your request For your approval £For your information your files For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 137 through 139 for backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank you, L G�l�• Q Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 SHANNON EF�WILSOL N, INC.4 DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-C107 REPORT DATE: July 9, 2007 REPORT NO.: 137 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJ .CT-NAME,l1.00ATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 90s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. from 0700 to I530 from_.__. .____. _. to from to CONSTRUCTION OBSERVATIONS ;KO: TOPIC AND LOCATION , DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND .:;:,'RECOMMENDATIONS TO.OWNER , _ , .. " WT-TakeTION: :REC MENDED .TO OWNER 1 Backfill and Compaction of Building Pad lines 17.6-25 (J -N) At the request of Lloyd Enterprises, Inc. (LEI) I arrived on-site today to evaluate the compaction of the building pad from find. 17.6-25 (J - N). LEI backfilled the area with Type 17 sands and gravels, and compacted the area with a excavator -mounted vibratory plate compactor and a vibratory roller. Upon probing with a Y2 -inch diameter steel rod, and based upon visual observation of placement methods, stated material placed today was suitably compacted to an acceptably dense condition. More work will be necessary from lines L.2 -N (18.8-20.5) and from lines J.11 -K.4 (20.3-21.6), as the delivery ramp and the elevator pit are still works in progress. None. ATTACHMENTS Figure 1 —Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep aur client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initis date) LA.7/ Page 1 of 1 •. ..s--, rrd- .arw—W+ RS W CO qC F 11:11 1 1 11111111 " 111 1 eaa4�aaaadaaaauaa4 <JJlaa 3 &, 00•0•••a t -i TANI ofilJ .iia r3 ael mutm mesm+ 1 ennuis srsrs At Zr a st Ifs h i I ,, -=a =-22:2.2 as p —Wi=n =•iF e2__j =� Ts ° 3e- r -1i • -fit. • 0 1 i • 't16, 1.\ 'uy 1� loo SHANNON E6MMLSONL ,INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE July 10, 2007 REPORT NO.: 138 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCAATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 90s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: MacDonald -Miller from 0830 to 1530 from to from to CONSTRUCTION OBSERVATIONS O. TOPIC AND LOCATION .. _ . , _,u. .-- -. DIPTION.OF FIELD ACTIVITY, OBSERVATIONS AND , -.: . ESCR RECONEMENDATIONSTOOWNER-.ECOMMENi3ED. `��R'TkfER`AOTtCIN,: to, .Cf1f1tNE1:� 1 Backfill and Utility Trench along 29 line At the request of MacDonald -Miller (MM), I arrived on-site today to observe the backfill of their utility trench along line 29. The trench is approximately 8 -feet deep, and the first two feet were backfilled with approximately Vz-inch diameter pea gravel. Backfill will continue tomorrow, Wednesday, July 1 I, 2007. None. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor idenhfed and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and oar acceptance of any nonconforming work orfailure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's Nark Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. `REVIEW BY (PM initial/date) ", (3.67 Page 1 of 1 I I 11'11 1 1 I I 11111111111111111111111],ti„ 4 USET. cc: 000 0 0000 1406,1 ms. . Otio 7S. T1 Trew.• I. Mew.. CRIEBI 110.5.14 r333itrtil 2,331,111111 5rirffII **Iry 11'1773111 Zkl1011713* 111414iii. • Z.Zri lie. NM 6ric • 21111m.... elf4g.2:61 tl MANUA ' 3 : j 0 • fi ...• A. ilk Pedrat..die ftg'•;..t,TE? x;--41r4I4k. tag.: mA1Iiitiptivvo, 4 • • 4 ,July1012DP SHANNON 6INILSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: July 11, 2007 REPORTNO.: 139 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B CONSTRUCTION OBSERVATIONS NO:, REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Sunny, 100s Client CC Westfield Corporation General Bayley Construction City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: compaction are necessary MacDonald -Miller from 0800 to 1430 trench is approximately 8 -feet deep, and the first five feet were backfilled with approximately %z -inch diameter pea gravel, capped with approximately 3 feet of 1 I/, -inch crushed rock. The material was compacted with an excavator -mounted vibratory plate compactor (hoe - pack). Upon probing with a '/z -inch diameter steel rod, additional compaction will be necessary. Backfill and compaction will continue tomorrow, Thursday, July 12, 2007. along 29 line. —_--_----.--- from to and Today,Lloyd Enterprises, Inc. ( LEI) backfilled lines 26-28 (A -B) of -- from to CONSTRUCTION OBSERVATIONS NO:, TOPIC AND'• `. LOCATION .` DESCRIPTION OF FIELD ACTIVITY; OBSERVATIONS.' AND ' : `. RECOMMENDATIONS TO OWNER:: `: _' : ' � .._ : - °��-�, :':-` �: FURTHER ACTION .;=:_ :'., :.?i2ECOMMENDED:TO1 OWNER 1 Backfill and Utility At the request of MacDonald -Miller (MM), I arrived on-site today to Additional backfill and Trench along 29 observe the backfill of their utility trench along line 29 (A -C). The compaction are necessary line trench is approximately 8 -feet deep, and the first five feet were backfilled with approximately %z -inch diameter pea gravel, capped with approximately 3 feet of 1 I/, -inch crushed rock. The material was compacted with an excavator -mounted vibratory plate compactor (hoe - pack). Upon probing with a '/z -inch diameter steel rod, additional compaction will be necessary. Backfill and compaction will continue tomorrow, Thursday, July 12, 2007. along 29 line. 2 and Today,Lloyd Enterprises, Inc. ( LEI) backfilled lines 26-28 (A -B) of Additional backfill and Compaction of Building Pad lines the building pad with 12- to 18 -inches of Type 17 sands and gravels, and compacted it with a backhoe -mounted vibratory plate compactor compaction are necessary from line 26-28 (A -B). 26-28 (A -B) (hoe -pack). Upon probing with a %z -inch diameter steel rod, more compaction will be necessary. Also, more material will be needed to bring the building pad up to grade. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the eontractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not hove the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of rhe technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7-(f- 07 Page 1 of 1 61.0'41111 -15 riwiL-A1yrTa(�i%�'!i!1®E t 1 n�=j=UP ' v — P 7l 11 ' I%�Li Huun rt0� l�--� II Its. v �; ulmlh Vjs` IPEII 0 ii NI rel f flll, s - = _ii r 1t K.l.r n[ . 4 ..(•=• OW -fwcr A. :ate.3G= r�,� It i ()rite 104 1411 tnstntied iCed CLdatil n elecilem"" rVIliiu_Www01 11E.4ram l 111" ®Rs»u�j, �. �. ei il" eirAtA11IY ' i, 14 1 a rr i n� dnTy , Vii_ e - i1i,wdrII��'I, IIP. _... _ t cam. ir ::_xc � : .ityl aiiii _ �• ry7. ' q a fi til � ll � ' � ( it.4 fill i'���:- «-1v. F iwy ii PAWL ;= �h , int i --- _ lilt Si�''':1 k - :li tab. 1... r«-ff ANP au/Amu U xrea�aaa a.ryr�..r dl ornt PERMIT/BID ADDENDUM 4.2/0V 2007 A 11111 FOUNDATION PLAN AREA B' • • Jar No. ' Eat. a sryY A 81.2. Flq ui}+� Maj Area RECENED JUL 17 VIII SHANNON fiVV1LSON, INC, com, 1401, 400 N. 34Th STREET, SUITE 100 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANT/JevELOp_ tir SEATTLi=,WAS.P.O Box 98103303 SEATTLE • RICELAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 1) TRANSMITTAL TO Mr. Patrick Bums Date July 13, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JUNE 25 THROUGH JUNE 30, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS JULY 2007 4 DAILY FIELD ACTIVITY REPORTS , JUNE 25 THROUGH JUNE 30, 2007 Per your request - For your approval Ge'For your information 1 C For your files For your review -. For your action - Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 131 through 136 for backfill compaction and pile driving observations. I'm available at (206) 695-6875 if you have any questions. Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 =111 SHANNOTECHNIVALON &WILSOL N$ INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 25, 2007 REPORT NO.: 131 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATiON Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER $ TEMP Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: C22.4•$-/4 Dewitt Construction from 0700 to 1630 jt, from to None. 2 from to CONSTRUCTION OBSERVATIONS `NO. TOPICmAND ".: `. _ . LOCATION .." DESCRIPTION; OF, FIELD ACTIVITY;OBSERVATIONS' ::.'; '= ". ' , RECOMMENDATIONS TO OWNERRECOMMENDED " x'> 1wURT1$ER ACTIO( IER TO OM 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete four 18" diameter steel pipe piles with an APE D36-32 hammer. None. Piles 677, 645, 687, and 686 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). Lloyd Enterprises, Inc. (LEI) installed the capillary break across the None. 2 Installation of Capillary Break from lines 17.6-25 (E. 1 -J). building pad from lines 17.6-25 (E. 1 -J). Capillary break material consisted of crushed rock (up to t/s-inch diameter). It was applied using a telebelt, raked to grade, and was compacted with a plate compactor. ATTACHMENTS Figure la — Capillary Break Site Map Area B Figure lb — Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 7q.o7 Page l of l 1 1 lat a f a l�f �l' ''' 11111 111 � 1 1 111 1 1111 .11111 I-1 . i ak 1 1 1 N r �E' 0.0?— ca?. BreakS1041 tIr Uu J iI lre.0,--irtoji-eG lii! IA ri • 9q1.4gE 1 Site, MailArea 13 dtAne 2cj, '2069- 1 - 11.1 z ray cd z ao CO zs O Zo9 _jz :%i N 4=c z_ w —J 4 . r r 1 • g 1 a 1 0 N Ea - A A g 4/1 ,+. co4 I • re 0 11. w 0 CL 4) w F- 0 z } ti flp SHANNON &WILENVIRONMESON$ INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 26, 2007 REPORT NO.: 132 SW FIELD REP.: AJT PERMIT NO.: D06-425 PRO:IECT'NAMEILOCATION Westfield Shoppingtown Sontheenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: 13 �_.____CcAss,r4r Dewitt Construction from 0700 to 1630 from to from to CONSTRUCTION OBSERVATIONS rNO. -T , 'OP1Q ANO' LOCATION a DESCRIPTION OF FIELD ACTIVITY;.ra-.OF BewS.y.E.y.R RECQMMENDATIONS TO OWNER ,..rroa_au .». R,THER C ON RECO ENDED TOOl�I 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete four 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 683, 684, 685, and 735 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1-- Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LJMfTATTONS.: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. he presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 KAM EP C ,! 'Y'n' •unuu+ 1 sAmu ;Esy"d +.+,.l.r#i1€►!ii -�, os0RFirrsr+!' 11 �. „LoildlIVA WO • reif 1u147111" 124411741111_ 411 11 M111111 7,11_,I.A.100.1111 Milk; d R f • 6o}}bms Ivor WEsMmD OU18N • CON6MUCIION 111•41/4 44411•441, IIt7W >a•Arsd44.Crwn.. 1110024-17N 1047114466 $1647.4444 ENTi Fair *off Ro6Nlrollon. No Consultants ANF A446a4120 r'n.man, �n.rr+w, r '~4...64.4 • AZI.31.tw.,a.my PEIRMIT/8!D ADDENDUM J $1./OS/2007 Nov Pthn ,�=---L -- —= RI 1414040161 K 4�1k4t746 s�snl c • 14 ti' SCALE 1 t6• -1.-o. A No. RaMelon LAO', £ •fib ®maa tt ' 'OT/hA! tocomur_j_LE 44/07/44 ® Rim pm ![wears to of pus =Cr moan *mos 42, MOM 1 ele4M -f o-- - _ A__ p _ Stool fls. FOUNDATION PLAN AREA B" r M S1.2 ,.- S�c FIGu :Si+6 MafArea 13 re 0 a W Ca z re aZ <0 2 _J N Z°'t 0 z 5E I- co w -J a • gh 411. gs z 0 11 • 1 111alum 1 , mum 11111 immumirm irmummi 9 I1IIINMMRI min t1I SHANNON ANO W WILSON,L DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 27, 2007 REPORT NO.: 133 SW FIELD REP.: AJT PERMIT NO.: 006-425 PROJECTNAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny to Overcast, 60s to 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: ),, 4 !'/, Dewitt Construction from 0700 to 1630 from to from to CONSTRUCTION OBSERVATIONS NO TOPIC' AND LOCATION DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND : RECOMMENDATIONS TO OWNER FURTHER ACTION RECOMMENDEDOW 1 few 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete seven 18" diameter steel pipe piles with an APE D36-26 hammer. Piles 695, 692, 721, 720, 719, 718, and 717 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1 — Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon d< Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon 41 Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the pions and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 �x .^� t N tr-•- 1.1 ,M.. O l �.rl ■r 1I•r 1111fIll 'k ^,-0 N111111 rmr ' i 11111 s1E1 ale -10444`1 reviousiy . ) sfaifed .IIalr.rrs.. Ai areII110.00r00%1 trolitr VCR 1 MO RM .--4 .�.' 0 k �t• vasmew aE11101i 11001 MIO. awr..4 111■11.> 4•NUd..c00.ni rxewria Too.. x104704461 /ie1.Y 110 471 NY i w� 4y.Ireuul Mn c.wOOlmb ANP .AraaA791 d a./ ORTO.rl1.,11., HO6lr.rd41111 x._4.411. APPIOrda PERMIT/BMD ADDENDUM 1 twosaoo7 Ksy Plwc Job N/. 001. Sed. Or.ra S1.2 .. feer fl1E.L Sid Oaf Atex 1 re O a wv ce >— gcis ao co T z ed Oz P O 5z ▪ a cnz w J a !I Z 01— z LL F W aZ a 111 • c.1 r F 2 z A 0 1 3-17 W w W V 2 0 w z ca N • • • =t SHANNON iwLSON, INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 28, 2007 REPORT NO.: 134 SW FIELD REP.: AJT PERMIT NO.: D06-425 RO:iECT NAME/LOCATION1 Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Rainy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: &4,#4 Av,/ Dewitt Construction from 0700 to 1630 from to from to CONSTRUCTION OBSERVATIONS 'NO. " ; .. `'TOPIC AND'.-`. ' LOCATION' , .. " DESCRIPTION OF: FIELD ACTIVITY; OBSERVATIONS AND RECOMMENDATIONS TO OWNER x FtJRTHEE ACTION- RECOMMENDEDTO.OWNER 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete five 18" diameter steel pipe piles with an APE D36-26 hammer. Piles 694, 693, 646, 647 and 714 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1— Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor r work Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 as:�,r,.:;�■ :f�,zn,- e„�r,T.� tip =az w*::.,_ .;ua - a 0 1� Or.” . --- 4n�-.fled X ---- oda/ •f G rrviousi stn tte d ¢ •11th/rtr �• 4r st1/S� 11 �Ntl ��hl'IS RIAM` 7i purr is ;_[T 'ui io tofs 194fotr,. yarrnaric.cpoNDEBIRPI 11101 MMIC.....+. I1 R.a Coen. 1100§-1244 • 340419 M.. y� M4714411alia'arr. 44%""r.rte. R.gl.lratlart N., • c-w.It-,t. r :t • MW aA..Ooezai r la....a • APwawtc PERMIT/BID ADDENDUM j. 41105/2007 Key Nom Ma Serwla, 0 '4 • • 6.66 GA- „:1--1-1L; '-43, 211..1 nn. FOUNDATION PLAN AREA Job Na - -Bats STI S1.2.. 1 HMAMatreq ,3 .ob1 1 • i 1 i 0. 0 W Pr - E ce 2 w -J `JJ 1 l •• 0 uj z t7 0) 1- 0 0 z FJ. l•' $swnmamtshet • 111 SHANNON tNON &WILSON8 INC. ITEOTECHNICAL AND ENVIRONMENTAL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 29, 2007 REPORT NO.: 135 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMF_IL.00ATION• • Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8 TEMP. Rainy, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction from 0700 to 1830 from to from to CONSTRUCTION OBSERVATIONS .".r} �. NO TOPIC AND' :-= ". „ ; LOCATION ""_ ; , DESCRIPTION:OFFIEl` D"ACTIVITY, OBSERVATIONS AND: ':' s :3 _z °'s ` RECOMMENDATIONS TO OWNER ' : " ` " ° � • := .: ,FtURTHER ACTION::; RECOMMENDED TD OWNER 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete four 18" diameter steel pipe piles with an APE D36-26 hammer. Piles 734A, 710, 711, and 708 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1— Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of Me Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 kik: i*, i �14' ,IIIAaili1':: rty; rAirligikE.,--i,k tam '11 --,..44:-. .�._i j 'y ^. -Ili ,� I �.51�'�� vif,E33mntr33rar.►.1• �t .3il�t1"ur,.. tioys =Maim= MO WEa7RBA mom a CarismuCTioN nam W4411•13.4.44.1111. a.. L. MO. r r.nr 33331-1744 Ti 310471444/ 310 471 4443 R.ai.lrotigo N. t:.n.ofmt. a MIF a Amman. w.'3.446.w . 44• orw.44.. J�10344Utr' w,r..>t • PIIRMIT/B1D ADDENDUM tovi7. K ey P410 •. 0 1 Rei 31'l k/K.crt 3' 30 a0ro.wa 313' MR PK 43 ROI is�71! 111 33Mr7 334 oulp PIN 11004121141 d► r' A- 7 4 tif • Na. Rni110n 33/1-1/33 _3ame3M C - irmits most vitum A Ns aul imam m/203 Enema kiNtatia A nal 11. m119%5 RWe! _ UMW a o—� a F▪ OUNDATION PLAN AREA 'B' J ab Ns. • Gat. S1.2 • 1 4 94L Si+eMaf area Ow- 21, 2001 1 a w CL cc co z 0 5 z J 4:s1 I fS" C4- 3 al 2 � a W rF a EL 0 w N y 0 1 2 O w z 0 N 0 0 0 W w J CO 3 4 F I6.2 =H1 SHANNON FIWILSONaINC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 30, 2007 REPORT NO.: 136 SW FIELD REP.: AJT PERMIT NO.: D06-425 F. PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B CONSTRUCTION OBSERVATIONS ,'NO. REPORT SUBMITTED TO: ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS' Rt:COM ... MENDATIONS TO.OWNER '". , :; `' " � CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. S Sunny 70s Client CC Westfield Corporation General Bayley Construction City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: • Dewitt Construction ,_from 0700 to 1430 from to from to CONSTRUCTION OBSERVATIONS ,'NO. -" ... TOPIC'AND . ' LOCATION ' DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS' Rt:COM ... MENDATIONS TO.OWNER '". , :; `' " � = "P 1 �NER ACTION DE RECOMMEND TO OWN ER _ 1 Installation of driven piles at Area B I arrived at the project site and observed the contractor (Dewitt) complete five 18" diameter steel pipe piles with an APE D36-26 hammer. Piles 715, 716, 709, 712, and 676 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). None. ATTACHMENTS Figure 1— Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep aur client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) ,fit 7/2/% .Page 1 of 1 Q�Si1e bottom O piJe +spliced qday previouslj )trstzz 1[er- _ �IAIII lIw 7 �'14!!il . !I'fil1�' v J. J atl 1 ' , 4 z ei G G. smistsi • • suce 116+1 A, WeinflElD DEVON O 1:0106TRUCTIOPI ?ION Mikis .*Y..411. boa MOW. or.,W .10111-1741 Yi..ias 111047144(1 P..nr. 01047. ...r WESSTATiaihWoi Regtallrotton No. Ca.4We.1. AWP amtoacp7LF O1OR1 .we......r.linalrra.xm PERMIT/81D ADDENDUM J KsY Ne.: ft. graft, 35AI MEOW C - 0 o • a Qom_ o .� Illoot Mho FOUNDATION PIAN 75 .br No. - Dols . Sed. -,w $1.2 : V&A.. 1 s 3 1 9 "`1; mai) Af-ea 13 ()ape, 3D, '2,a39 - i re 0 0 w V • ›z 2u) 2 J z� O z 0 52 z J < • N z UJ J co c 2 w Ce I 1 • Imummummou ------------------------ 0 LL. p O w r Z w 0 a. w 0 CO H z Q w cc 2 1 Olin avar 14,b1e- Sdximefer brogr F1GiI2L RECEIVED paP I-1 ,,,..,, ii, A 1� ww'' ��11 ss--�1 /� ►� ►JUN 2 8 20011 _111 SI -IAN E�1Y �7 Y , INC. COMMUNITY 400 N. 34Th STREET, SUITE 100 GEOTECHNICAL ANI) ENVIRONMENTAL CONSULTANTS DEVELOPt ENT P.O. Box300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. Lours • BOSTON • DENVER 206.632.8020 FAX 206.695.6777 TRANSMITTAL TO Mr. Patrick Burns Date June 26, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JUNE 11 THROUGH 23, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT I SOUTHCENTER MALL EXPANSION, Permit D06425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE No. DESCRIPTION DOCS MON 2007 w.JUNE 4 DAILY FIELD ACTIVITY REPORTS , JUNE 11 THROUGH 23, 2007 -- Per your request - For your approval - For your information - For your files - For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 119 through 130 for the past 2 weeks of backfill compaction and pile driving observations. l'm available at (206) 695-6875 if you have any questions. Thank Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 =flJ SHANNON iWILSON, INC. OEOTECHN!CAL AND ENVIRONMENTAL CONBULTANTB DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 11, 2007 REPORT NO.: 119 SW FIELD REP.: AIT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Shoppingtown Southeenter MaII Expansion, AREA B REPORT SUBMITTED TO: • CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1630 From to From to CONSTRUCTION OBSERVATIONS . NO. :. T©PIC, AND _LOCATION DESCRIPTION, OF FIELD ACTIVITY, OBSERVATIONS AND' `«, ,: fir ,`;` "- RECOMMENDATIONS,TO,OWNER- m:.< . =1FURTHER A I ON W 4R:- RECOMMENDED TOOWNEI 1 2 Installation of Driven Pipe Piles in Area B Capillary Break Installation I arrived at the project site and observed the contractor (Dewitt) install thirteen 18" diameter, close -ended steel pipe piles with a DELMAG D36-32 hammer. Piles 650, 651, 652, 653, 658, 659, 660, 661, 678, 679, 680, 681 and 701 wer dryen to approximately 55 feet. "/yes lliMe ere7 CO v//t;d. Today, Lloyd Enterprises, Inc. (LEI) installed the capillary break on the building pad from lines 16-18 (A -C) and 18-25 (A -E.1). Capillary break material consisted of crushed rock (up to %2 -inch diameter). It was applied using a telebelt, raked to grade, and compacted with a plate compactor. None. None. ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any nonconforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractor's work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifkations and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. - REVIEW BY (PM initial/date) GZsa Page 1 of 1 1 'a o ) Q;. a1 Q.v moo) dna__.0 1��. . iiSiMi ' :: s & 10.r-..r.l..012,001.1:ret 1' l 1 MI ws — witt..r..rs 1111:1 1Iil' 1 1 11 1 11 ! �ilI 111 11 111111 /1444141144444.34401014:11G144444 g 1 N co s #'1 .'1 r it fi1��7edlxti L'i• 1 .1111 .' ,. 1741 IMRE rh 3 14;gs74; 49 zaffe F161AREI Sie M,' r B SHANNON6W[LSONGEOTECNNICAL AND ENVIRONMENTAL aI. LTANTS NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 12, 2007 REPORT NO.: 120 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 605 Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1630 Lloyd Enterprises, Inc. From to From to CONSTRUCTION OBSERVATIONS �..;... t..,, - ->, NO r:g,N....:.:, ., .:.': ,•TOPIC ANi7° °. LOCATION -; _- DESCRIPTION OF,F1ELD ACTIVITY, OBSERVATIONS ANt1= ' ` .., a �, :; _ _ . m RECOMMENDATIONS TO OWNER ; a `FURTHER ACTION R COMM.ENDED-T'tO OWNER .,' 1 2 Installation of Driven Pipe Piles in Area B Backfill of File Ca sand Grade Caps p Beams Area B I arrived at the project site and observed the contractor (Dewitt) install seventeen 18" diameter, close -ended steel pipe piles with a DELMAG D36-32 hammer. Piles 700, 702, 703, 704, 705, 706, 707, 696, 697, 698, 699, 713, 723, 724, 725, 726, and 728 were driven to approximately 55 feet.- 44f c.144( At the request of Bayley Construction (Jeff Olson), I arrived on-site p capsnecessaryfrom todayto observe and evaluate the backfill of pile and grade beams by Lloyd Enterprises, Inc. (LEI). LEI backfilled the pile caps and grade beams from lines 21.6-22 (M -N), 23-24 (E.1 -J), 23-24 (J.8 -K), and 23- 25 (K -K.9) with Type 17 sands and gravels, and compacted these areas with an 18 -inch backhoe -mounted vibratory plate (hoe -pack). Upon probing with a i4 -inch diameter steel rod, stated material has been compacted to a dense and unyielding condition from lines 23-24 (E.1 -J) and 21.6-22 (M -N); all other areas will require additional compaction. None. Additional compaction J 8 23-24(J.8- (• - K) and 23-25 (K -K.9). ATTACHMENTS Figure 1 — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Walton does not haw the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 af 1 0 0 0 ii.��y,1�i�;1i;nrr �! 6..i':r.1:1,..,.�,r� 2 ran ►;7 r'rt.•�. ill , nw, A A r 1,j r� 011,,qkyassircto A- riff G�61aL 1+'' boi-otil — In5 dIJ 4cci CO m �4i k4ay l ev 010'4 fleteR 3l so womb 0431011CORITOUCtION11.0. Vim. I^A...M. fin. t I -t7.. mow. .Po 01144P1 r..+.r .O47../.6 MigrrivTar ftMkbolko Mo. Comult•ots 11 it NI 4- �. ei� „`R�i'1 s1 [fai r. ,' du .,airs,ir it.,.. ft U ` „Lori t '11'•:R. _li 0 F3�.'IG'�fL�Lt14b�S'� .: i 1_ �1 E�31 1 �lift "' '' nri Vii. d�:' Y.r-, Aporoodo PLRMLT/BID ADDENDUM J os/as/zoor E .. !ii1I.i i cilli -=I 11 A 0 Shoot no. FOUNDATION FLAN AREA 1' • rb7agi#.-. . �•i k seE �l1 x -i S1.2 • • FIQuRE SitT, MaP f -req g J :junk 121 2O6:17. 'r =11 SHANNON E6WILSOL NsI�NC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 13, 2007 REPORT NO.: 121 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B CONSTRUCTION OBSERVATIONS NO" REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: ',.:::: I'17RTHERACTION RECOMMEt DED TO OWNER WEATHER & TEMP. Sunny, 60s Client CC Westfield Corporation General Bayley Construction City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Piles 658, 659, 660, 661, 678, 679, 680, and 681 were spliced today, additional driving is required. This will be completed by Friday, June Dewitt Construction From 0800 to 1745 15, 2007. Lloyd Enterprises, Inc. From to Piles 650, 651, 652 and 653 were re -driven to acceptable driving resistance exceeding the final driving criteria. • From to CONSTRUCTION OBSERVATIONS NO" TOPIC AND „ LOCATION RECOMMENDATIONS DESCRIPTION OF FIELD" ACTIVITY, OBSERVATIONS'AND ";-r =T '._ TO OWNER ..__,_... ett ',.:::: I'17RTHERACTION RECOMMEt DED TO OWNER 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) install four 18" diameter, close -ended steel pipe piles with a DELMAG D36 - 26 hammer. None. Piles 654, 655, 656, and 657 were driven to approximately 55 feet, and will be spliced Thursday, June 14, 2007. Piles 658, 659, 660, 661, 678, 679, 680, and 681 were spliced today, additional driving is required. This will be completed by Friday, June 15, 2007. Piles 650, 651, 652 and 653 were re -driven to acceptable driving resistance exceeding the final driving criteria. 2 Backfill of Pile At the request of Bayley Construction (Jeff Olson), I arrived on-site Additional compaction Caps and Grade today to observe and evaluate the backfill of pile caps and grade beams necessary from 23-25 (H - Beams Area B by Lloyd Enterprises, Inc. (LEI). LEI backfilled the pile caps and grade beams from lines 23-25 (E.1 -M.8) with Type 17 sands and gravels, and compacted these areas with an 18 -inch backhoe -mounted vibratory plate m.8) ,/411� (hoe -pack), a jumping jack, and a vibratory roller. Upon probing with a %cinch diameter steel rod, stated material has been compacted to a dense and unyielding condition from lines 23-25 (E.1 -H); all other areas I aOf 4( )**6r, c7 '9" i €€i,, fs 'vs" iF ,1? "Y..As 7 4' at. . will require additional compaction. ATTACHMENTS Figure 1— Site Map Area B Figure 2 — Pipe Pile Summary Report ,IMITATIONS:: The Shannon di Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon di Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon do Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Witsan field inspector b intended solely to advise Me contractor of the technical requirements of the plans and spec cations and/or design concept The contractor is solely responsible for its means. methods, sequences, procedures, construction site safely, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 1 40.g4 7(27.) --‘-.7s CS 44` 11 1f 1 1 I ±1:14114444:14:141,343,e4.144 f ..m t -.ht,maw 444.1112 (lunelo).'. _g114k.b1M1_,AINIMiihifflA1dgIL1R44 z O ij z 0 1 C1 t.4_5,141;11:044 a 4 J a f 1 r i 60 ID La 1.W 1- 0 • z min111 SHANNON FIVI 1LSONOTECHNICAL AND ENVIRONMENTAL B INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 14, 2007 REPORT NO.: 122 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT EILOt:AT1oN Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1645 Lloyd Enterprises, Inc. From to From to CONSTRUCTION OBSERVATIONS ,< NO TOPIC AND: .. LOCATION DESCRIPTION.OF FIELD ACTIVITY, OBSERVATIONS AND - _ RECOMMENDATIONS TO OWNER := . UHER TACTI, }}fs zI ECOMMENDED=-%O OWNER 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) complete seven 18 -inch driven steel pipe piles. Piles 654, 655, 656, 657, 700, 701, 702, 703, 704, 705, 706, 707, and None. 723 were spliced today, additional driving is required. This will be completed by Monday, June 18, 2007. Piles 658, 659, 660, 661, 678, 679, and 680 were re -driven to acceptable driving resistance exceeding the final driving criteria. At the request of MacDonald -Miller (MM), I arrived on-site today to None. 2 Backfill and observe and evaluate the backfll of a utility located between lines 2-3 Compaction of Utility Trench in Area A (C.5 -D) (Figure la). In this trench, I observed approximately 10 to 12 - inches of 1/4 -inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor. (visual observation of placement methods,riiidtIthat material placed today was suitably compacted to a dense and unyielding condition. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B Figure 2 — Pipe Pile Summary Report !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have Me authority to direct Me contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for Its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) /Mt Page 1 of 1 4.44 H. fl I a. 1 8 1 1 II111'111<.111111 11111I11IIII111aaaaaaa t 47f4,n44"f 15.21 it Mk 4 G yzPirm r+� iwa¢�-af ate■ 'Paiiri!@ 1#11 '' � ! i! =MIL! Q mw tioo o, 0 ±i ')cioo ] ] ; ® 1 7 Ur € I I 000 I+ It II r.. .111 111 ei w1,77 7• 'l oll mMi 1 E . - RS'_LT'3 ..y l i 1 w 1sri .0 7—I 11 1iRf}?. �S R Ii b 4.4K�; ca ` 3 0© 'r --i 00 0 � tH cite MaArf l t fly 14.2.aD .. ?i! II j ID di! El LiA f 1 as { #101 IIIIII #141±4_414q<14.14.144.11.141.1<10:14.144' 4 12 111*-. ^.I la+�� aaraart , 9 a ! .11t1„. � i ! I i IMI ISI I 11 X114%Pi trill ) 1I1�� F $19 dyne z cd • a W `~ v. a z o z g° z — JN CO z J a 1 oobi? oca- ---6-C-a- • • Mti4��1=M 1 C4 0 1 41, P , L O a W 0 z •• VcL- F 1 64 I'� 6f DTE SHANNON V\ ILSON. INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 15, 2007 REPORT NO.: 123 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT.NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1645 From to From to CONSTRUCTION OBSERVATIONS 7...e p'^a'.w "-, NO. ro..'.'A+i.•'K;vv:;s.»n*+...-..:.-. ,: TOPIC AND LOCATION - . .. ... .,.. - fi ... ._-. -. _ _ .., -.�5, r::«a..., Waz. ' DESCRIPTION OF, FIELD ACTIVITY, OBSERVATIONS AND:;_': °. -':a=:-' RECOMMENDATIONS TO OWNER a.. �.. ::",: = ;: ,Flukr€i1 R=ACTJ RECOMMENDED TO OWNER 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) install seven 18 -inch closed-end steel pipe piles. Piles 701, 702, 705, 706, and 707 were re -driven to acceptable driving resistance exceeding the final driving criteria. None. ATTACHMENTS Figure 1— Site Map Area B Figure 2 -- Pipe Pile Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods. sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. - REVIEW BY (PM initial/date) Page 1 of 1 11:47 Vvt7'f�#5!te'r'•r« T:,-is4,sdry/. n'tftus!.r. SO lemaew WTYU.D DESIGN & /t.Ma %Mrr..wr..a. l}r. Plea, Med. CSM 060:10.1 144 tiro... 110 47.4400 l.erei afa47114440 Eit.zrAsmeza • Roghtrotton 'Ha Con.alllmll. AISa_Aeoas., 7r w..sr. www .waw.a..,wr 1K■n.r.aw*n A4pn.wle PERMIT/BID ADDENDUM,) AMOS/2O07 Ker Pion: M. R.N.kn Dat. lit IIMM it MOOR C N'/I7,A1 m amain a IsMM A km= MOM MAIM aeeeaat la ' NAM aW9awi wASS.: A wR mac IMMO N/A/N 0-- A A 0 Shoot ,IGa POUNDAT1ON PLAN AREA lir l.► Mo. Dot. 8®44 S1.2 re a Lu cc0 a J N Z w J 1- Y l J (±5 0 J_ } + ,t1J2ki. Zu, A d r 1 A • • • i~. 1 fl AIM 'lfi a C w z 0 J 1- O F2- ,I SIM SHANNON D w �sovNCL eiL DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 16, 2007 REPORT NO.: 124 SW FIELD REP.: AJT PERMIT NO.: D06-425 OJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1500 From to From to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1— Site Map Area B Figure 2 — Pipe Pile Summary Report !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the fold activities of the contractor identified and keep our client informed of the progress and quality of the Mork. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spee$cations and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) AePe Page 1 of 1 LOIC Af�Ct.=.' CATION.: _ - • DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS MND RECOMMENDATIONS TO OWNER -' ' FURTHER-~ ACTION'' .wm RECOMMENDED TO OWN .. l Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) complete four 18 -inch steel pipe piles. Piles 699, 698, 697, and 696 were re -driven to acceptable driving resistance exceeding the final driving criteria. None. ATTACHMENTS Figure 1— Site Map Area B Figure 2 — Pipe Pile Summary Report !IMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the fold activities of the contractor identified and keep our client informed of the progress and quality of the Mork. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spee$cations and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) AePe Page 1 of 1 =MEW DE61001• COM ISUCTI011 n.m •a.r...l...d 1tw ti �. Ate., [non 110016-1111 7r.�... WO 404 Pond* 1104n444 R.al.tratl.n PI CormltonM. ANP a,usoa.ii +s a.....m MN Mil wrwrno..r.na■r�.tuwn, 4P,. PERMIT/BID ADDENDUM J 02/05/2007 4—� Q-- atA 4-- A..t Title FOUNDAl1ON PLAN AREA'e' a+0 0. 11.1. . Sod. 51.2 1 1 s 1 NEI z r O • J W g W V A aim111 SHANNON E6w LSOL N INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 18, 2007 REPORT NO.: 125 SW FIELD REP.: AJT PERMIT NO.: D06-425 `PROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1630 From to From to CONSTRUCTION OBSERVATIONS NO opAtiON DESCRIPTION.OF FIELD ACTIVITY, OBSERVATIONS ANI] TO OVII�+iER`." EI1 D TO O #FECoM1V I�IDC15eT Q 1 Installation of Driven Pipe files in Area 13 1 arrived at the project site and observed the contractor (Dewitt) complete eleven 18 -inch steel pipe piles. Piles 700, 703, 704, 728, 723, 654, 726, 725, 724, 713, and 727 were re - driven to acceptable driving resistance exceeding the final driving criteria. - None. ATTACHMENTS Figure 1— Site Map Area B Figure 2 — Pipe Pile Summary Report LIMITATIONS: The Shannon d: Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d: Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon do Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is buended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM Initial/date) 6-25-07 Page 1 of 1 -411..1 ,.s.,. ..•-. d "c, ' �lbutte fls�liMGc, COMMIRUCTION 11101 MN. MAwwA 11111•. I. 0 ., Cyhryl • 130]}11 1 woo* 010431 MOO IOMJMI a104134488 26 r 'Ii 41�1i���1`ifIIY�"_ PyMtiotlon Mo. 10.0.11..w -n Cmwltm4 ANF AA11rirl.pwae 7Vag MS I P'11•_ 1a, 11/•. I IL. M•n.. C. sm1 Approvok PERMIT/BID ADDENDUM J 02/05/2007 •X5�,�.. .:.^.....i L :...��1� ��. —= tAAVFion DOW -- os/tM m MOWN t 41/0/9, m AID011 E *PM ® 14M atm maw A/tl/6f al, exam s swap m moil tt R/tl/ot 8 eon am te11000 MMM 0A7/a7 mom a 0 • &_1-:::777-7 L— Et --- f- 0 - ri/r7o�ai O C) lin &Me- 1 lb/ J * .111* A FOUNDATION PLAN AREA B' . Jab No. 0.1. 1. r•rr S1.2 • S2 'EIGuP.�1 W N Qvair (24 � rh t i j \Y ,, L. L Do d- 3- S}- cel �, o �Q CO CC Ce V r( p az. , - IX Zj , '"� ' _ • a0- ig E -Jul 1 1 . 4 r N e� D65'-r'A 1 i 1 c 'g -z.� o o o m o�Q �?" a" S 5z n i Z Q z� 1 w J T 1§ 0 bo Lti N g , i• , 7i114XLT, IL k N 4 N rf c.l SHANNON &WILSON. INC. war GEOTECHNICAL ANC ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 19, 2007 REPORT NO.: 126 SW FIELD REP.: AJT PERMIT NO.: D06-425 `- PROJECT NAMEILOCATION Westfield Shoppingtown Sonthcenter Mali Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70s Client " Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From • 0700 to 1630 From to From to CONSTRUCTION OBSERVATIONS NO. : TO 10 AND" .:.. , z' t fJ II I IO 1 = se,.., a : . DESCRRtPTiON•OP FIELD ACTIVITY, OBSERVATIONS *NOT° f= A 1 .. RECO I IEI BED AO OWi+t l 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) complete three 18 -inch steel pipe piles. Piles 655, 656, and 657 were re -driven to acceptable driving resistance exceeding the final driving criteria. None. t ATTACHMENTS Figure 1 — Site Map Area B Figure 2 — Pipe Pile Summary Report LJMfTATTONS The Shannon & Wilson field representative is present on,site solely to observe the field activities of the contractor identified and keep ow' client informed of the progress and quality of the work The presence and activities of Me Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical regairanents gr the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures. construction site safety, quality of work and adherence to the contact documents. REVIEW BY (PM initial/date) 7/ o -25. -`?7 Page 1 of 1 o G o o o. .� 1st ra•ft.1st��l�ri.' • i AV f MINI' I-7,1' 1�1��--�I;try ` colla ° Iii � I� t mi 1 i; €1111;:=; s OR In !MX �llti A '4•VIII n cam. !100•1nrA.r A.rwa ll. Nor Ilosplaa,Cillmie 110021-1741 AAA. MAMMA llsl0441 Esizs Aphrtrattert Na. IhNr.. -11 Conlultantz ANY aA00CaAMO 111111rnr.an arrilagarr wnr.rr. sr. n. r r,.tia..n, PERMIT/BID ADDENDUM J 02/osrzoo7 Itppy Plan to■smmuui:..�� ;inti lilplilr &iY`f!}y7l,RII S�i�llill ill�lit�f•N_�i :.. -•V A No. !7.1m / outs want lmra am« memo! lova AM Melt AVMS NINO MEMO . AMA ►aianufi t lul OM MAIO MEM i IOW 4 • • • 4 . A o FOUNDATION PLAN AREA "Ir Job No. ' Arts . sells -171..,, a'.- FilqqgE = ifs 4a Area .B 34ne 111 200T • rl H 0 z IS IANNON EI LSONINC.ECONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 20, 2007 REPORT NO.: 127 SW FIELD REP.: AIT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES QF SITE VISITS: Dewitt Construction From 0700 to 1630 From to From to CONSTRUCTION OBSERVATIONS NOTOPIC.-AND : DESCRJPTIONOF FIELD.ACTIVITY;OBSERVINSANDTOOW:AOR ,.. _..:. . AC £MIVIlNl1 O��1 •WNEi� 2 Installation of Driven Pipe Piles in Area B Backfill and Compaction of Building Pad, lines 17.6-25 (E.1 -J) I arrived at the project site and observed the contractor (Dewitt) complete three 18" -diameter steel pipe piles with an APE D36-26 hammer. Piles 665, 666, and 667 were re -driven to acceptable driving resistance exceeding the final driving criteria. At the request of Lloyd Enterprises, Inc. (LEI), I arrived onsite today to observe and evaluate the backfill and compaction of the building pad. LEI backfilled the building pad from lines 17.6-25 (E.1 -J) with Type 17 sands and gravels, and compacted it with a vibratory roller, and an 18 -inch backhoe -mounted vibratory plate compactor (hoe - pack). Upon probing with a V2 -inch diameter steel rod, and based upon visual observation of placement methods, the compaction is acceptable. Additional compaction is necessary from 24-25 (H -J) and 20-22 (G -J), east of the Holmes Electric trench. None. Additional compaction necessary from 24-25 (H -J) and 20-22 (G -J). ATTACHMENTS Figure 1 — Site Map Area B Figure 2 -- Pipe Pile Summary Report LIMITATIONS: The Shannon d Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon do Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying ZSR G with its contract documents. Shannon & Wilson does not have the authority to direct the contractors work Any information provided by the 7 Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept, The contractor is solely responsible for its means, methods, sequences. procedures, construction site safety, quality of work, and adherence to the contract documents. Page 1 of 1 REVIEW BY (PM initial/date) 0 01 re bIw so 141 1G/'"�" f7 !z FI,4'� pile afliceJ X`pa +ed - us/ )�3started n. a�lr�wr�Hitt,� Jr4 w,2"iibi`e�'Ii1�i�e� }4 Pr j�l,�1 �■ re $moi 1'F94rtai � r1l b LL'IIJ `t 11 ill',;ti ., —12.41L•�'•Illg.i it f V • . • WDDESIGN CONSTRUCnON& Ilan f1W..wrwwl, 111. nor WI er.a..00s17N TAI�M.. 71. 4711•01 IYe.1ii '410 471 ILVIICATZFErnal renjairiraMON Itoghiration c.nrJlml. MW •ANIMA= >•s 7ewaeN s.n�,atiw.11hr r.r., d r1n 1 Apprevola PERMfT/&WD ADDEND(/MJ oz/a5/zpo7 Flaw lW/ FOUNDATION PLAN AREA'S' .' r.► N.. 0.1. . sem. eC�YE S1.2 J fl `1X11;E i 8+e, Ntaf Area 13. Jule zip' 24ft 1 .11111.11 1ff en re 2 W Of • § g kait7)-66 Ai o • I 1 • rIr • ANL 4 I I . • .$ UI J N 04 rrrI 0 1 UJ 0 z N fl FIG 2 �.1 • SHANNON EbWMLSONe INC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 21, 2007 REPORT NO.: 128 SW FIELD REP.: AJT PERMIT NO.: D06-425 !ROJECT uNAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1800 From to _ From to CONSTRUCTION OBSERVATIONS ATTACHMENTS Figure 1 — Site Map Area B Figure 2 — Pipe Pile Surmnary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractorfrom complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spec talion and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) „.,,j 6 -Z s.0' Page 1 of 1 m. Plc AND : L ATION . .'DESCRIPTION OF FIELD ACTNITY, OBSERVATIONS: AND>'TO O.WN,EFt° „ --Cfil7CFI ;;-Ri~CQfiAlilii : i! lt{30IN1[Ft 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor (Dewitt) complete nine 18" -diameter steel pipe piles with an APE D36-26 hammer. Piles 668, 669, 670, 671, 672, 688, 689, 690, and 691 were re -driven to acceptable driving resistance exceeding the final driving criteria. • None. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 — Pipe Pile Surmnary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractorfrom complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and spec talion and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) „.,,j 6 -Z s.0' Page 1 of 1 i, �-•—p' pi Iz riztUl�Vioe4sr� lr� :farad' Mid lia 1l AL Igo" 1K5,P10.D DOM 1 COMOTRUCTION 1,A. mod** .a,.w.R 11* PO. e..MO" CANON I4021-1710 TANFar 11/617644I 7.Waa. .10.7. .1,. EVEFFIML"i MEM „a. R.glatr.dm Na. Consul tan la - ANF • nnccaniri ,r..a«.aa MINNIm , MON rer 1k.S..a..n..a a....am .r Aolmwais PERMIT/810 ADDENDUM 07/05/2007 Xy Plow NI. R..t.Me 1611 On ~APR 1 MDNK 1110 MM. 1111 SCALE 1 tItfru 1'-D' A FOUNDATION PLAN AREA '13' deb Na. . Data . Sade S1.2 FMK, Si+e, M area $ jurat 2:11 200-7.- 19 440K. a 1 L3: 0 a W U >- Z Q Z 2 J N 060z �z ctz z W J co rt LU • z rJ • w 1 147 moi► 1' 0 4 tr4°° cii c4 4-4 . Q Azp- 27 L-11 ta AMIL I 41 4 .01 er. to vr:1 CT. tr • W 1- O z =111 SHANNON D FIWlLSONaINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 22, 2007 REPORT NO.: 129 SW FIELD REP.: AJT PERMIT NO.: D06-425 OJECT NAMF4LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Dewitt Construction From 0700 to 1630 From to From to ' CONSTRUCTION OBSERVATIONS `11 0. '.• = TOPIC Ah1D LOCATION , ..3, �..<ie�,: DESCRIPTION. OF FIELD ACTIVITY, OBSERVATIONS. AND" TO:OWNER - .J° ' ;� �;�-w;::=;: , 3= N- N ry BECtII EiY Qr�i= 1 Installation of Driven Pipe Piles in Area B I arrived at the project site and observed the contractor {Dewitt} complete ten 18" -diameter steel pipe piles with an APE D36-26 hammer. Piles 729, 730, 731, 732, 733, 734, 682, 662, 663, and 664 were re - driven to acceptable driving resistance exceeding the final driving criteria. None. ATTACHMENTS Figure 1 — Site Map Area B Figure 2 -- Pipe Pile Summary Report LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming Murk or failure to reject any nonconforming nock does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of Me technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) Page 1 of 1 r __ 111 ����� i �•• 11'^ _�yl, Si • 01 ._.. NS Q 1 f rr , � ` ' 1, Q r dREGt_I' I: _ a1f ■/lir E 1 1 it ,�-::!4y:.�elj=7. 1 fru'-r�gY�h 4i ;114( Ai �_ 4 1,� Ifir_ B lir irJA .=1.. —�1 H 111 +� �1 zi .. - — 1 IT :-tet: 0.1 WESTREID DESIGNCOISSTPDCTION 1 21001 VANN I..l_ 121. row 101 A111W4:+1N.N4 *1 -174 7140w. 1104704411 110471/4411 R.ghtral1en No. Ca114u1u140 _. ANP k miaow= >M M41441r 070/104f e0_ILYrlr4W IILrIYrcG4mf PERM1T/BID ADDENDUM 02/0.0007 Key Plow i, J A .�j•E:Mil A mom ' �:� l • .:1' SULE t I0'-* -0 4 f v� • Cia Medal Date ®-- lN! AMDEGY C • 17/12/11 saran E li/�ri I ® pm! mac IE ws eiN s ® rbw ae a ANSONN0yu, gab MOON ' crkboor FOUNDATION PLAN AREA 1r JAI N0. - Dd. . S0214 r1.ar S1.2 fG t4gE 1 • Si4ii.i4af keci Anne 221 Zoo'" !0 4 tt 1 • T 1 (4) W 0 1 Ann, SHANNON EEIWMLSONL $ INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 23, 2007 REPORT NO.: 130 SW FIELD REP.: AJT PERMIT NO.: D06-425 OJECT NAM11 OCAT#ON Westfield Shoppingtown Sonthcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila . Subcontractors for Geotechnical Constriction TIMES OF SITE VISITS: Dewitt Construction from 0800 to 1430 from to from to CONSTRUCTION OBSERVATIONS '. NO..:;wn.., TOPIC ANt); M LOCATION;- : DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS41�FD�' a ,m ~.. = _... = 1tECi�MtIIII NDATIONS TO OWNER; = ` URTHER ACTION RECOMMENDED T OWN E 1 2 3 Installation of driven piles at Area B Backfill and Compaction of Electric Trenches across building pad 18.8-25 (E.1 -J) Compaction of Building Pad lines 17.6-25 (E.1 -J) I arrived at the project site and observed the contractor (Dewitt) complete three 18" diameter steel pipe piles with an APE D36-32 hammer. Piles 675, 674, and 673 were re -driven to an acceptable driving resistance, which exceeds the final driving criteria (see Figure 2 for individual pile depths). At the request of Holmes Electric, I observed and evaluated the backfill and compaction of utility trenches across the building pad from lines 18.8-25 (E1 -J). The trenches were approximately 12- inches deep, backfilled with Type 17 sands and gravels, and compacted with an excavator bucket and a plate compactor. Upon probing with a V2 -inch diameter steel rod, and based upon visual observation of placement methods, stated material placed today was suitably compacted to a dense condition. Lloyd Enterprises, Inc. (LEI) compacted the remaining portions of the building pad from 24-25 (11-1) and 20-22 (G-3) with a vibratory roller and plate compactor. Upon probing with a %-inch diameter steel rod, and based upon visual observation of placement methods, . ----.-1 material placed today was suitably compacted to an acceptably dense condition. None. None. L U/4«'f 44vt Alio cool/40a lei ego/#: Io4 S� s n j'� ewers d� 3/ i%Z VO ,aesad/e • None. ATTACHMENTS Figure la — Backfill and Compaction Site Map Area B Figure lb — Pipe Pile Site Map Area B Figure 2 - Pile Driving Summary LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have Me authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 •F�M� ■�rw�wil4-Nave �IrMi dli 111 1"110II 11111111111 I� 1221aaaaala.11444aaaaaaaaaa A 2 z 1 1 { ;I l jell air eel 0114 0 5J 7J IIn rint 8sD1w I Tl.'EEE' rrin nr�rrill- r-r-est{ .,rP9I nsrl, rersstrlr 7134.!.1C Knig-vg �r c:e=cmc �� , a- -� •s ligLifi r, .. i.. w. 1x com pay n /VpTEs No GEarwAi► aCCeerckLt AvAs /.vrnla(D of seo evit ocaveirs .owe (7704/ - CooC�a m-leivrp 71..,...,s.....r`s..KssagsC�mt*7?7sa-a.'TNF•:,'�"r,;, ;�n+�r;ea:trs�cn w4a�- - - _ O O O Q C• if 0. 1 rt'fir° F, tlai I o `tJ T C 3•:�.�I '1:-''1 '�l .,Inmpi i tr�"'lu1. =STREW OEIIGN & 0411.7•UC110N I-,4 Amid* R.ai.trollon Ho. 1:111u.s 7-- I`N `. x.l� �'•re.�'A. .-.h 3 jwr� .c.w-n ego. to ANPk AstaimA161 11..w11wm .wwrl•y NN K... 4HM lsas711" Approvols PERMIT/BI ADDENDUM J. 02/05/2007 Key Rom A Ho. RaMolen ® Dot. a/n/oS Ia10o0a EE ' WWM A fun af_i_x rams cool A ARINCY as Ci/03/01 w/71M B nIN OEM MOO 11/311/01 mom+Va lea"r P1 —, *y Ia01e11. 11 M. ill K7II»C'ii o FOUNDATION PLAN AREA "Ir ASE No. Dol. . Sc . •r•t. S1.2 sommomool gzig f FtqlitKE Dune. 23) loflr 4 2 w lliIIIIIIIIIIIII'IIIIIII 0111111111111111111111111 T!hIHHIIIIIIHHIIIIIIIIiIIllIllllllIlliiuiii 1111111 momminnumm II 0 111111 0 101 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 z 0 w J w LL 0 N f0 w o If! w a w 4 t #0 c .§ 4c 45' w 0 z FI6tt �CiEOTE SHANNON F�\MLSONAL AND ENVIRONMENTAL $IN�g SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER jot!, f 206 - TRANSMITTAL 400 N. 34Th STREET, SUITE 100 P.O. Box 300303 SEATTLE, WASHINGTON 98103 632.8020 FAX 206.695.6777 TO Mr. Patrick Bums Date June 12, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , JUNE 4 THROUGH JUNE 7, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOCS MAY 2007 4 DAILY FIELD ACTIVITY REPORTS , JUNE 4 THROUGH JUNE 7, 2007 - Per your request - For your approval For your information For your files - For your review - For your action- Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 115 through 118 for the past week of backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank 7-6.4e Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 ���� SHANNON ANO &WILSON_ILNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 4, 2007 REPORT NO.: 1 15 SW FIELD REP.: AMT PERMIT NO.: D06-425 ROJECT NAMEJLOCAT1ON Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 50s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Compaction of Lloyd Enterprises, Inc. From 0700 to 1230 MacDonald -Miller From From _ ��. to 25 (A -D) to CONSTRUCTION OBSERVATIONS x-Np{ TOPIC AND •. LOCAT1ON - ,: DESCRIPTION OF FIELD ACTIVITY, USSE!'tVATiONS.:,AN1�._�.���,-.gym=' �,, RECOMMENDATIONS TO OWNER s: F.UR1�liiii iCItO%1 ,e = -,., M-, '.RECOMMENDED TOO.OWNER I Backfill and At the request of Lloyd Enterprises, Inc. (LEI), I arrived onsite today to Additional compaction Compaction of observe and evaluate the backfill and compaction of the building pad. needed from lines 20-25 Building Pad 20- LEI backfilled the building pad from lines 20-25 (A -D) (Figure 1) with (C.3 to D) 25 (A -D) Type 17 sands and gravels, and compacted it with a vibratory roller, and an l8 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Upon probing with a %2 -inch diameter steel rod, and based upon visual observation of placement methods, .. . material is of a suitably dense and unyielding condition from A -C.3. Additional compaction will be required from line C.3 -D. None. Backfill and Today, 1 observed Democon backfill the pile cap holes, from the Gene 2 Compaction of Pile Juarez portion of the site, with in-situ material, and compact it with an Cap holes in Gene Juarez portion of site 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Based upon visual observation of placement methods, ; material is of a suitably dense condition. Plumbing trench MacDonald -Miller backfilled two plumbing trenches today (Figure 1). None. 3 Backfill and Compaction In these trenches, I observed approximately 10 to 12 -inches of '/,-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of app oximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a '/z -inch diameter steel rod, and based upon visual observation of placement methods, • - . material placed today was suitably compacted to a dense and unyielding condition. ATTACHMENTS Figure 1— Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality ofthe worst The presence and activities of the Shannon & Wilton field representative and our acceptance of any non-eonforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by Me Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) r 7". 7 Page I of 1 O O C Q 0 0 1 0 0 0 O f =1v/pp�w 4K w��i�4- EvAr74-4i -� ri►. � � �. 16 f , r�altArdd rAft II. l3VJ to LA rF41%, �r &.1.7 dam, : •._ 'a +r '4 ''' "4, qi '': •'64 2� A -cor dd�� .v.. a s.., I� grip.f T% ',f 41/``plr'�a..",hS 3.0 M1 sSS.T-.. . 4 if, NrAiriCk,.+ III likt.69Nts....eq‘Atil,V14,t41.444Atiail 44%, lkiro;#14*.•,,Nviiste-1.!:44-faiirflovriii 04104.-s;Ati,figli# Ni. efl�s4:4i �I " ,,,.E4�;?; ,..40V• ..V 4n;Z #C 1 Tek 1 ��f t,�11►ArSi!►� ce/ iztrA''� J� �3� {. .}! �! 111 '�+�l�` ria n �la_� ic7'-4b il / 4.... ,,.. � moo r.� . nf11 y'il4w��-,.:,111 €;. w '_Nr�1{ ezt,A Lt. ui !TvpI+lrxf=Iq � 110 1" � TTnii___ un. �i ifi w � �f � 1y 1 s �€ w fin— A.7,,J1 _ ! { �.: '1-Yi; {�..,—}n:.'-:. ,_.•a Lai frel WicileffiA 113 rami. �l +�i Rala7ti, Ir.iFJ � �, 114 Al 11111. Mil 11 is 0 .11124.111/ FOUNDATION PL FJGME1Mr e Sift B ��rie Lfj 2007- = ¢ERS SHANNON &WILSONCAL AND ENVIRONMENTAL 8INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 5, 2007 REPORT NO.: 116 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. From 0700 to 1100 MacDonald -Miller From 1400 From ---"—" to 1500 to CONSTRUCTION OBSERVATIONS gym. . r l.. ... - :TOPIC AND " L OCATION � r.. ,.,P.... ... .vs. .. _ .-r._ ... „v...._ .. AND DESCRIPTION OF FIELD ACTIVITY',: OBSERVATIONS. ANCS."". " - :" RECOMINENDATIONS TOOIhII+tER :. '�� .._ "" " �. ••x.,•» ,-..«.. e-w=�x�..... ;v FU1370 , ACT`I Vit`"[:ONENIENbfiDrt7t1 � -, 2 Backfill and Compaction of Building Pad 18- 25 (A -D) Backfill and Compaction of Pile Caps and Grade Beams (east side of 25 line A -D.7) Backfill and Compaction of Pile Cap holes in Gene Juarez portion of site Plumbing trench Backfill and Compaction At the request of Lloyd Enterprises, Inc. (LEI), I arrived onsite today to observe and evaluate the backfill and compaction of the building pad. LEI backfilled the building pad from lines 18-25 (A -E.5) (Figure 1) with Type 17 sands and gravels, and compacted it with a vibratory roller, and an 18 -inch backhoe -mounted vibratory plate compactor (hoe - pack). Upon probing with a ''h -inch diameter steel rod, and based upon visual observation of placement methods, " material is of a suitably dense and unyielding condition. LEI backfilled the pile caps and grade beams along the east side of 25 line from A -D.7 (Figure 1) with crushed asphalt, and compacted it with a vibratory roller and an 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Upon probing with a %-inch diameter steel rod, and based upon visual observation of placement methods, - ' material is of a suitably dense and unyielding condition. Today, I observed Democon backfill the pile cap holes, from the Gene Juarez portion of the site, with in-situ material, and compact it with an 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Based upon visual observation of placement methods, ' ' " ' material is of a suitably dense condition. MacDonald -Miller backfilled one plumbing trench today (Figure 1). In this trench, I observed approximately 10 to I2 -inches of 1/4 -inch clean rounded (pea) gravel placed as pipe bedding. 1 observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 - inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a'/2 -incl[ diameter steel rod, and" based upon visual observation of placement methods, . material placed today was suitably compacted to a dense and unyielding condition. None. None. None. None. IATTACHMENTS Figure 1 – Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified EW Y (PM Ini6aVdatB) and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon d Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying / '% J with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the (P / '/ Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications.. - and/or and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. Page 1 of 1 GI !� iEf ihr go. PiimEglaTITAIRMvsam Flt4RE 1 si}e Map Ay -ea B _ daint �; 2n(4- SHANNON &WILSONINC. I , DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 6, 2007 REPORT NO.: 117 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/ LOC TION Westfield Shoppingtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP.Overcast, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Building Pad 18- 25 (A -D) Lloyd Enterprises, Inc. From 0800 From 1400 to 1100 Backfill and MacDonald -Miller to 1500 Compaction of Pile From to CONSTRUCTION OBSERVATIONS NO. TOPIC. AND.:. LOCATION : FDESCR.IPTION".OP FIELD ACTIVITY, OBSERVATIONS:AN " r Wd:;' RECOMMENDATIONS TO.OWNER ` ;` FUR HER ACTIO Yeef tl 1 ECOMMEN1 E 3 fO OWNER= I Backfill and Compaction of At the request of Lloyd Enterprises, Inc. (LEI), I arrived onsite today to observe the backfill and compaction of the Olive Garden sidewalks. None. Building Pad 18- 25 (A -D) Based upon visual observation of placement methods, , . . material is of a suitably dense and unyielding condition. 2 Backfill and Today, I observed Democon backfill the pile cap holes, in the Gene None. Compaction of Pile Juarez portion of the site, with in-situ material and compact it with an Cap holes in Gene Juarez portion of site 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Based upon visual observation of placement methods, :" material is of a suitably dense condition. IATTACHMENTS None. LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work orfailure to reject aay non -conforming work does not relieve the contractor front complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initialldate) a-7/ Page 1 of 1 =I' • SHANNOTECHNICAL N EEMMLSON, INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: June 7, 2007 REPORT NO.: 118 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION Westfield Shoppingtown Sonthcenter Mail Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast, 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Holmes Electric From 1200 to 1330 From to From to CONSTRUCTION OBSERVATIONS NO .ry .TOPIC AND _ LOCATION ' =. - DESCRIPTION OR FIELD ACTIVITY, OBSERVATIONS AND RECOMMENDATIONS TO OWNER. FURTHERAGTIOE, RECOM ltEt DED '0;OWNER 1 Backfill and Compaction of Electric Trenches 16-25 (A -D.7) I arrived on-site today to inspect the backfill of Holmes Electric's utility trenches across the building pad (Figures la, lb). The trenches were approximately 12 -inches deep and were backfilled with Type 17 sands and gravels. The material was then compacted with a backhoe bucket and a vibratory roller. Upon probing with a 'h -inch diameter steel rod, the compaction is of a dense and unyielding condition. None. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon di Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct Me contractors work Any information provided by the Shannon rk Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, qualify of work, and adherence to the contract documents. REVIEW BY (PM initial/date) Page 1 of 1 IW \ 1 ` u I� •=• .= p CSS.'# C -..I1....=,..qq hL s .,_ 5311r21 Z11 1,VIP �_.� corripetchon ac 4W cA44, -ince 1 compoaaio - WIVE 10k 11101A/1v 6, (2ocrt Irk"' AP. 2I'llirrli-t=111, 11 fi 4,11 RBI, AEI, Mgr ,Tilpfifill NMI 111 GM �i ;111'0 11._•1.1111x.. =fie 9-7 111 Corn?ark-i6h aCGeffe0b1L a +bona! C mpaChpn �IGU 12E 1-b s' Hap Aroma B 200�- RECEIVED r'! I 1 L w� aimi 1111=1SHANNON EIWILSON. INC. EvE °p"34Th 0��' 400 N. STREET, SUITE 100 IMP I 11 COM GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS P.O. BOX 300303 SEATTLE, WASHINGTON 98103 SEATTLE • RICHLAND • FAIRBANKS • ANCHORAGE • ST. LOUIS • BOSTON • DENVER 206.632.8020 FAX 206•695•6777 TRANSMITTAL TO Mr. Patrick Burns Date June 7, 2007 Company Westfield Corporation Phone DAILY FIELD ACTIVITY REPORTS , MAY 22 THROUGH JUNE I, 2007 Address 633 Southcenter Parkway Fax Tukwila, WA 98188 Job No. 21-1-20189-007 SUBJECT . SOUTHCENTER MALL EXPANSION, Permit D06-425 THE FOLLOWING ITEMS ARE TRANSMITTED: ITEM DATE NO. DESCRIPTION DOGS MAY 2007 5 DAILY FIELD ACTIVITY REPORTS , MAY 22 THROUGH JUNE I, 2007 - Per your request - For your approval`V` uyour information -14your files - For your review For your action - Return with comments - Other Hello Patrick: Attached are our field activity reports Nos. 107 through 114 for the past 2 weeks of backfill compaction observations. I'm available at (206) 695-6875 if you have any questions. Thank yau, Martin W. Page, P.E., L.E.G. Associate Cc: City of Tukwila Bayley Construction Mikk Sepp 21-1-20189-007 NMI =111 SHANNON D EI LSONL sINC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 2 1-1-20189-007 REPORT DATE: June 1, 2007 REPORT NO.: 114 SW FIELD REP.: AJT PERMIT NO.: D06-425 ON Westfield ShoppIngtown Southcenter Mall Expansion, AREA B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER TEMP. Sunny, 80s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: , Lloyd Enterprises, Inc. From 0800 to 1030 MacDonald -Miller From 1400 to 1530 i From to CONSTRUCTION OBSERVATIONS ,K.," +,"r"" �,.y9, TIJ ICS AND' j Ld AT1ONC 4 .� _.., .• .. �m.n: ti.,y... ya..«w. •gra—Y-� w.xr!'°�.rrn�..i�; =' Tit} �+��. F1ELD;ACTIV ii,: It ATI,ONS :' x c •,a tiDATIO S-TO;OWNEI� , 7 , ,,e. e ' ' . , 1 2 3 Backfill and Compaction of Pile Caps and Grade Beams 21-25 (A- D.1) Backfill and Compaction of Building Pad 21- 25 A -D ( ) Sump Pump Station Backfill At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to observe and evaluate backfill and compaction. LEI backfilled the pile caps and grade beams from lines 21-25 (A -D.1) (Figure lb) with crushed asphalt, and compacted it using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a 'Vz-inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today is suitably compacted to a dense and unyielding condition. LEI backfilled the building pad from lines 21-25 (A -D) (Figure lb) with Type 17 sands and gravels, and compacted it with a vibratory roller, and an 18 -inch backhoe -mounted vibratory plate compactor (hoe -pack). Upon probing with a Y2 -inch diameter steel rod, and based upon visual observation of placement methods, stated will require additional compaction. However, fro_m_ lines" -16-20 (A -C) the building pad is suitably cornp�ta ed -to a dense and unyielding condition. MacDonald -Miller (MM)T�ackfilled the area surrounding the sump pump station (Figure la) with pea gravel. None. Additional compaction needed from lines 21-25 (A- D) None. ATTACHMENTS Figure 1 a — Site Map Area A Figure lb — Site Map Area B LIWTATIONS.- The Shannon & Wilton feld represerrtad a is present or site solely to observe the field activities of the contractor Identified and keep our client informed of the progress and quality of the work The pretence and activities of the Shannon d: Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any Information provided by the Shannon dr Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for in means. methods, sequences, procedures, construcfon site safety, quality of work, and adherence to the contract documents. RE �'y(PM Initial/date) �;�7J Page 1 of 1 - I! .1- 11 Ai, •iI • • Iir u15,• fr. ' ty r.I I It •011 ALO or,ei. -15 ••1 1 1.. - ..r. firt'in-0-4i Figure1c Southcenter Mali Expansion, Area A .i.21-1-20189-007 Ovie-\, ..., ..0...====-.----L.A.a. .... . , I ., Mfay,Twm FE 4,..., /1,11.11 =.71 == =1.1 3* „Ali 1111 441410'1 41.•7 III" A•1 0 44,11 II in,arppg ,...4 i p r. lir .. i IR VWSW41447P-IIMAT/114MaiirgaIMINISIVer- , F.F.,==n.14 5..:. ir'....4-13;c%:.' —IS'=1:1 , ...,..—.Fn °!1 fialiti ill . _ •E 1M, 1 III1 ' 411 11V11;111 1114 _ Milsit 11.:C-1111.11111:1 Mig1 usowille-7112kvnifial4 14.4i Addi+ionat compachol necessarj compac4ion accep+Akt FlLkEEU. si-fe Map At eo ow 1, 2,007- Mr =111s ANNON & MLSONONpILNC DAILY FIELD ACTIVITY REPORT PROJECT Na: 21-1-20189-007 REPORT DATE: May 31, 2007 REPORT NO.: 113 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER 8, TEMP. Sunny, 805 Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: None. , Lloyd Enterprises, Inc. From 0700 to 1100 Today, MacDonald -Miller (MM) backfilled and compaction two MacDonald -Miller From 1400 to 1530 compaction of plumbing trenches plumbing trenches located across K.7 (18.8-21) (Figure lb). In these trenches, 1 observed approximately 10 to 12 -inches of '/-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 - inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a %-inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. From to CONSTRUCTION OBSERVATIONS . -.v .ry;^=^F.^N.. �.'St�74"45vnr,y.*�?r I OP AND LOOktio . ar»ry .,n•n^"z'.9^.gnr,,w».. �rp•R�y,y •w:x.�wr;C:wr••i �f},S�'e„ . OF.=[Za"ACi1VITY , e •Apo s' s ; , --,. E l[•r�=['',+ ATO �1 �E r a C Ad: i�'•y t-.. �E.( a.. fu.` .S"S.w.X....h..el.rb-t i. i+`kda° - �:i �� C')r, m'ig."Q„ -'7'x n �= 1= i•, � aye 1 Backfill and Compaction of Building Pad lines 16-19 (A -C) At the request of Lloyd Enterprises, Inc. (LEI), I arrived on-site today to observe and evaluate backfill and compaction. LEI backfilled the building pad from lines 16-19 (A -C) (Figure la) with Type 17 sands and gravels, and compacted it using a vibratory roller, and used an 18 - inch backhoe mounted vibratory plate compactor (hoe -pack) around the pile caps and pipes (electrical and plumbing). Upon probing with a /- inch diameter steel rod, and based upon visual observation of placement methods,tated that material placed today is suitably compacted to a dense and unyielding condition. None. , 2 Backfill and Today, MacDonald -Miller (MM) backfilled and compaction two compaction of plumbing trenches plumbing trenches located across K.7 (18.8-21) (Figure lb). In these trenches, 1 observed approximately 10 to 12 -inches of '/-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 - inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a %-inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. None. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B TJMITATTONS: The Shannon & -/ikon field representative is present an site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming Mork or failure to reject any non -conforming work doas not relieve the contractor from complying with its conduct documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work and adherence to the contract documents. REVIEW BY (PM initial/date) ,_*t.0-7 7 Page 1 of 1 ::t.i..F .q.�_i-.0Lz .P•:•: ill.-.•ir: . 4 p' k -'0 i :4'I.f •.:..x ''aa•'..,:a - •, :III I -"='; c: %� 41Ci 410,-1 'OP ---:�RhAL_,,,,.;;,..—.....,..4.-7—....,7.--d-46 , I�lu1i! /1 b`4"iilln A r� j: alp ! 111114UI'i '� ice, j �► : s:. D • colon - �:•s: ..: x m� X41 mss .— .gr 4� 1I•] ' ! SN1.r �^';:j— J [ tali ' of l'' �� ��-F�_ �••i • c-• n i tee: .r' �-�5e '- ..._.. . ii. 'nom �Ir• i.' I` I, h IN la ri'.,�. Adel 1 UHL` 4 6 415 L1U , lil '41 !owl Icill '.X _.' is. -1,..r. ` T C �r.t Lopu' i ^1[ G L r• Uoi \Dv:kW V�f r_E Si+e 1-110WA►'ra Mav •%i. nna- ii If = x,��l falll 01111. Awmp.wq,10...gi-Tiloqm 0" rzed-Mirrlia0PAR___ OM apolyg/i��lYt Ili 1 Pr+ s r fro ' ;, c l Ado( ; -No e et� ssaompoCon ,, compacfion accep-#abi-t 411,47, Fl 614 12E 1� si+e Map Area 31,Zoo ?- Imp=111 SHANNON WIAND LSON INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 214-20189-007 REPORT DATE: May 30, 2007 REPORT NO.: 112 SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER $ TEMP. Sunny, Bos Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Capillary Break on Lloyd Enterprises, Inc. From 0800 to 1530 Building Pad From to From to CONSTRUCTION OBSERVATIONS ,NO.u:.' =TOPIC ANIl. m "LOCATION. 'DESCRIPTION'OF, FIELD ACTIVITY,"OBSERVATIONS A D ` : y ; _` ' "RECOMMENDATIONS TO°OWNER ` "" " " -, ,, ^ `'° fi [ER°AC ION RB E......ME1 DED TO OWNER.. Installation of Today, Lloyd Enterprises, Inc. (LEI) started backfilling the building pad Continue to backfill and Capillary Break on from lines 16-19 (A -C) with Type 17 sands and gravels. They compact building pad. Building Pad compacted the area using a vibratory roller, and used an 18 -inch Lines 16-19 (A -C) backhoe mounted vibratory plate compactor (hoe -pack) around the pile caps and pipes (electrical and plumbing). Upon probing with a '/z -inch diameter steel rod, and based upon visual observation of placement methods,rStated that material placed today will need additional backfill and compaction. This will be completed by Thursday, May 31. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified REVIEW BY (PM InitiaVdate) and keep our client informed of the progress and quality, of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying �� with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the ,1‘.fVe Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. Page 1 of 1 IN 13 WWI MORI r' 11. 31� G P iii; ail l uziI 0' kl'sv�{ ;•i I'e,_ *' IrT ' Lx1Lll.71I� }it iii � �ii. y -L ,,,,.. t'` -. _ it '.tires Q' A.L-ftvF' l .}. 'iCIC��.r 7i • ,'SIIF:: I a `"11 >i `� fi=t. ......s C='�r�e: C NlI.re. Q. if.rY ��.., 3: - I _—_ I13 - •� ' . '7llry' -, .0 T..", l _ �Ciii ;i i i !Ti 'li f 'r .x• � iii allies 4L a!L?�' I� �!,` t; ILA r��'A �.4,-,4.5.,.:1, d -- � L:i1lJ "----ryaZ�`� /1f' Mj PZAM Gofl1 p t �jon acct. i Fzd. k adds, i na I (Ampac fio n heyt01 p\&1UgE 1 1\11°1 36 20ofi Lig bad. 11' 0 o c 0 0 0 0 0 0 0 0 AKA 1Atiello qx1aLL u pawil}]Ng ^ ar s --Afoul Fi � f �.l : n l �. +7�f� Y� HIP fi AKA 'opp,Ity E�rr" 7 Jtr a === 1.1'..1 aF sr l fir.. T•Ii� i� r,. for P i I d 1.11 r 111 I EtEI.0,4141,11 it, kill ill( lir IV o�wwwx•�-ltk:° b corn?ac 4-iah accer-F .bl c ctokaitionott C m pac -i a n FOUNDATION PI_ Q ,1 ).A SEE 513-7(); SCHEDULES 1 -tap AYect Ntc4 -`! 3o/ z0b1- Mir SHANNGEOTECHNION AND F�tMLSONalNC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 29, 2007 REPORT NO.: l 1 L SW FIELD REP.: AJT PERMIT NO.: D06-425 Westfield Shoppingtown Southcenter Mali Expansion, AREA A REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER &TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Building Pad Lines 13-17.6(7.8- Lloyd Enterprises, Inc. From 0700 to 0830 Holmes Electric From 1400 to 1500 From to CONSTRUCTION OBSERVATIONS fVCI . Ti Ate D Lt"3,a TI l+ aHq_'N i" i.., . 4 -......ti'' , �t4" rvSwh..' _ ., A?Yfi, .._ �; DESCRIPTION OF FIELD ACTIVI I SAt� ;= F F �F RECOMMENDATiO1 S CL? WN R ... sox , '..w'+.- .i..' :Y,`. ,. '�.i ". ..` i.s• rl..s. `.aa'�:v.. -' _.. _...... .. _ .. '=. :,.., ry.✓ ws. ".: ff FtJ t ' a s r �' (�IIIi E E� ®,VA ... „� ...� ..___u . tri a Installation of Capillary Break on Today, Lloyd Enterprises, Inc. (LEI) installed the capillary break on the building pad from lines 13-17.6 (J.8 -K.7). Capillary break material None. Building Pad Lines 13-17.6(7.8- consisted of crushed rock (up to %t -inch diameter). It was applied using a telebelt, raked to grade, and was compacted with a plate compactor. , K.7) Holmes Electric Today, Holmes Electric finished backfilling and compacting several 2 Trench Backfill and Compaction trenches across the building pad from 13-17.6 (G -K.7). The trenches are approximately 12 -inches deep, and were backfilled with Type 17 sands and gravels, and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack), as well as an 18 -inch gasoline - powered plate compactor. Upon probing with a V2 -inch diameter steel rod, and based upon visual observation of placement methods ^ tated that material placed today was suitably compacted to a dense and unyielding condition. None. ATTACHMENTS Figure 1 — Site Map Area A LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified. and keep our client informed of the progress and quality of the work The presence and activities oldie Shannon & Wilson field representative and our acaephartce afany non -conforming wort atfailure to reject any non -conforming work doer not relieve the contractor from complying with lis contrdct documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) "x6'71 Page 1 of 1 u•� �v•� r r AT _1i it xc s -- ' fE sir _ i�i3 ...,..! £ ! 1 Ii D coilipetc-fion acre fbk okot4i,++E na! Compo,chion heeded r F1&WE Lk/1 May ;,,2ooi =111 Mr SHANNON AND & ISOL NINCe DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE May 25, 2007 REPORT NO.: 110 SW FIELD REP.: MT PERMIT NO.: D06-425 ,ROJECT NAME!LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Compaction of Lloyd Enterprises, Inc. From 0700 to 1230 Holmes Electric From to settlements. From to CONSTRUCTION OBSERVATIONS ATTACHMENTS [Figure 1 — Site Map Area A LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) v/ffie 07 Page 1 of 1 TOPIC AND' LOCATION,-- _,, " DESCRIPTION. OF, FIELD ACTIVITY, OBSERVATIONS': ; RECOMMENDATIONS TO OWNER _-'`-``::=:� � „'FUR.THEReACT1ON itECOM10010TOCajlti�sl�t 1 Backfill and At the request of Lloyd Enterprises, Inc. (LEI) I arrived on-site today to Consider using Geofoam to Compaction of observe and evaluate the backfill and compaction of the building pad. reduce potential slab Building Pad Lines 13-17.6(3.8- K.7) LEI backfilled the building pad (Figure 1) from lines 13-17.6 (3.8-K3) with Type 17 sands and gravels, and compacted it using a vibratory roller and a plate compactor. Upon probing with a 'A -inch diameter steel rod, and based upon visual observation of placement methods, the area is suitably compacted to a dense and unyielding condition. settlements. However, no Geofoam has been used in this area. Therefore, it does not comply with project plans and specifications. Holmes Electric Today, Holmes Electric dug several trenches across the building pad for None. 2 Trench Installation the installation of their conduit. The trenches are approximately 12 - inches deep, and will be backfilled with Type 17 sands and gravels, and compacted with a plate compactor. Compaction will be completed by Tuesday, May 29, 2007. ATTACHMENTS [Figure 1 — Site Map Area A LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) v/ffie 07 Page 1 of 1 --AN _p 1 Imo Vtfe 1 , 50k o� 401 yr4.7 tornpadlon acc4fr I k ckotdictiOra 1 Compac bio n he44Leoi . tb.'f 6-14 • min .u1 SHANrg NON AND iWILSOL N8ILNC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-307 REPORT DATE: May 24, 2007 REPORT NO.: 109 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAMEILOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: ' WEATHER & TEMP. Sunny, 70s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. From 0900 to 1545 MacDonald -Miller From to From to CONSTRUCTION OBSERVATIONS NO TOPIC AND DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND LOCATION RECOMMENDATIONS TO OWNER , '- ' 2THER ACTION RECOMMENDED TO OW 2 3 4 Backfill and compaction of plumbing trenches Compaction of Storm Drain trench, south of Eastern Garage Backfill and Compaction of Building Pad 13- 17.6 (J.8 N) Backfill and Compaction of Grade Beams At the request of MacDonald -Miller, I arrived on-site today to observe and evaluate the backfill and compaction of one plumbing trench located across 25 line at J.7 (Figure lb). In this trench, I observed approximately 10 to 12 -inches of '/-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock m 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe - pack). Upon probing with a V2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. At the request of LEI, I inspected the compaction of the backfilled storm drain trench on the south-eastern portion of the mall site (Figure 2). LEI compacted the trench with an 18 -inch backhoe mounted jack. vibratoryplate compactor (hoe -pack) and a portable jumping1 Upon probing with a 1/2 -inch diameter steel rod, 1 found the stated material, on the eastern half of the trench, to be compacted to an acceptably dense and unyielding condition; however the western half will require some additional compaction. LEI backfilled the building pad (Figures la and lb) from lines 13-17.6 (J.8 -N) with Type 17 sands and gravels, and compacted it using a vibratory roller. Upon probing with a 1/2 -inch diameter steel rod, and based upon visual observation of placement methods, the areas between lines 13-14 (J.6 -M) are suitably compacted to a dense and unyielding condition. However, the rest of the building pad will still require additional compaction. This will be completed by Friday, May 25, 2007. No Geofoam has been used in this area. Therefore, it does not comply with project plans and specifications. LEI backfilled the grade beams located along 17-18 lines (A-13) with oversized crushed asphalt', and compacting it with an 18 -inch, backhoe -mounted vibratory plate compactor (hoe -pack). Compaction is not yet complete, and will continue Friday, May 25, 2007. None. Finish compacting western half of storm dram trench. Consider using Geofoam to reduce potential slab settlements. Crush asphalt pieces twice P before placing as pile cap backfill, or replace altogether, with a pre- LIM'ITATJONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any information provided by the Shannon & Wilson field inspector is intended solely to advise Me contractor of Me technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means. methods, sequences, procedures, construction site safety, quality of work, and adherence lo the contract documents. REVIEW BY (PM initiatrdate) 007 Page 1 of 2 tt. SHANNON 6WILSON. INC. 1=1, AND ENVIRONMENTAL CONSULTANTS DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1 -20189-007 REPORT DATE: May 24, 2007 REPORT NO.: 109 SW FIELD REP.: A.1T PERMIT NO.: D06-425 PROJECT. NAME/LOCATION; CONSTRUCTION OBSERVATIONS (continued) K.,--.--!, n.,, :. gip. -:. ., .. = _ TOPIC AND .. ' - LOCATION - .- ..:,....,_.. 4 ... - ; DESCRIPTION OF FIELD ACTIVITY, OBSERVATIONS AND.' x . a ; =w RECOMMENDATIONS TO - OWNER ,; ; ;' :•. a r :.�eVe,._ ...,. ; FUR1FiR 0iCi10N RECOMMEtNDED-TO.O EE O? *Note: The material Lloyd is currently using as backfill for the grade beams (see 4) is exceptionally larger than the site plans specify for, as the material (crushed asphalt) ranges from less than 1/4 -inch to over 8 - inches in diameter. We recommend that this material either be crushed twice (before it is placed as backfill), or replaced altogether, with a construction fill (less than 3 -inches diameter) that complies with the site specifications. LEI has previously been informed on this matter [See approved construction fill. Field Activity Reports: 102 (5/15/07), 103 (5/16/07), 108 (5/23/07)J. ATTACHMENTS Figure la — Site Map Area A Figure lb — Site Map Area B Figure 2 — Site Map Storm Drain Trenches LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed oldie progress an quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or faihtre to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work. Any Information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety. quality of work, and adherence to the contract documents. REVIEW BY (PM initiaVdate) ,i/"4"P: /z5/o, Page 2 of 2 cul l ateln•n 1 _ 3L PV: i ` Ci r'1 r Iryi L7 ;F•i y il .F. -..... iG :Litt— ,QAC 1 we fi da � . l 1 Lloyd bate lien a1901(e sL t: r! with, T saiicds , s :.-R) Corn pa 644 n wi -h vi br t-#� I l •1 13 cDmpcc4-ion aco050r 4 e; 1noweVer ad d; fort a 1 GornpCt c-fi o to O ina o to cart cFes n eoeSSc adai+ioriaf co pac+io+r► tee L eoU (N) WIRE 14 sliellikeArRA May 24, ?DOT 4tttt�. 'rt■� tt� ���� ��'� -�f i!,:4••::fV'YF -7p�R�4�RY': YAfft.N�` fl iI G�JII • lei40/ka • �I�. � �� ! ��. � L� 1W,�. ' L iII. b 11 wiJIt'�'===r �1T �U0., 1cJltr' .�1 ■ a.. c Ds F �� �ii F Eii. 1ir 7 -, . a = =. kr- 1 IW ! illi r IL_�.MicI fir. 1 1 i NO ;oil �•tein .f^S .i�i..•m�.-es"`� ti lmw.ri H _' dr '' _ R wwr+ il :.S..f I r �:.:.t•s' 11kr'tr_ci.�..,,-.-x t .r -ic---40;.,,r, y` i 36-.:-......-.. .k ` 1. 7 ..", ,VrW"Y lZ$4,M" - ^•'�SY'ilY -.ti�Ai b7 mpAcnon b4 F1UfE1 sift MAP 1 Vea 13 Nay 2% 2007-- clamce ieva a o + co 00 • 'or; To, 7► ACTFAWk MIDE.4513Z•TOIffAriOrACCOSWINEIMIMOREINOT o 1 gl Mai 110W comm) heeded Corgi 'oyti a�M1,I e 4 a Y 209 �Gu z. ski' Dr+l,n 1 AA /IL 20D vimIOW S-IANNON iW1LSONTECHNICAL AND ENVIRONMENTAL aI. LNC DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 23, 2007 REPORT NO.: 108 SW FIELD REP.: AJT PERMIT NO.: D06-425 ROJECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREAS A&B REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast to Sunny, 50s to 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Lloyd Enterprises, Inc. From 0930 to 1430 MacDonald -Miller From to From to CONSTRUCTION OBSERVATIONS O TOPIC AND LOCATION DESCRIPTION OF -FIELD ACTIVITY, OBSERVATIONS AND " RECOMMENDATIONS TO OWNER ::. F1JRT tlrl2 AC ION d RECOMMENDED TO 1 2 3 Backfill and compaction of plumbing trenches Compaction of Storm Drain trench, south of Eastern Garage Backfill and Compaction of Pile Caps At the request of MacDonald -Miller, 1 arrived on-site today to observe and evaluate the backfill and compaction of two plumbing trenches: One located between 19-20 lines (A -B); and the other 16.4 line (K.7) (Figures la and lb). In these two trenches, I observed approximately 10 to 12 -inches of %-inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 - inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a V -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. At the request of LEI, I inspected the compaction of the backfilled storm drain trench on the south-eastern portion of the mall site (Figure 2). LEI compacted the trench with an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack) and a portable jumping jack. Upon probing with a %-inch diameter steel rod, I found the stated material, on the eastern half of the trench, to be compacted to an acceptably dense and unyielding condition; however the western half will require some additional compaction. LEI backfilled the pile caps from 13-16.4 (J.4 -N) and 16.6-18.8 (K.7 -N) (Figures 1 a and lb) with approximately 12 to 18 -inches of crushed asphalt* (LEI has previously been informed that this backfill material is oversized, and should not be used). This material was compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack), followed by a vibratory roller. Upon probing with a h -inch diameter steel rod, and based upon visual observation of placement methods, it is my opinion that the areas are compacted to a dense and unyielding condition. We also note that no Geofoam has been placed in this, as is required by project plans and specifications. We understand that Westfield Corporation is aware of the potential for settlements if Geofoam is not used. *Note: The material Lloyd is currently using as backfill for the pile caps from lines 13-16.4 (J.4 -N), and 16.6-18.8 (K.7 N) is exceptionally None. Compact western half of trench. Subgrade not approved for slab support without slabGeosupport o p orpile support. i?Po Crush asphalt pieces twice before placing as pile cap LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep ow- client informed of the progress and quality of the work The presence and activities of the Shannon & Wilson field representative and our acceptance of any nonconforming work or failure to reject any nonconforming Mork does not relieve Me contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractors Mork. Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of Me plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of n rk. and adherence to the confiact documents. REVIEW BY (PM initialldate) Page 1 of 2 • X111 SHANNON &WILSON ,NC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 23, 2007 REPORT NO.: 108 SW FIELD REP.: AJT PERMIT NO.: D06-425 PROJECT NAME/LOCATION CONSTRUCTION OBSERVATIONS (continued) ;�....s ,k, 4 NO.` TOPIC AND LOCATION - �,�.� �.....p.� :� :. - am. :. DESCRIPT1ON.OF FIELD ACTIVITY OBSERVAT_ iONS.A�1Q;°' ;: .. a RECOMMENDATIONS TO OWNER a= "'-. : " 1"URT%tER ACTIO m -. Ri CoMMENDEO=T'OO4 R` - larger than the site plans specify for, as the material (crushed asphalt) backfill, or replace ranges from less than '/4 -inch to over 8 -inches in diameter. The altogether, with a pre - compaction completed with this material, to this point, is acceptable, however; in the future, this material either needs to be crushed twice (before it is placed as backfill), or replaced, altogether, with a construction fill that complies with the site specifications (less than 3 - inches diameter). LEI has previously been informed on this matter [See approved construction fill. Field Activity Reports: 102 (5/15/07), and 103 (5/16/07)]. ATTACHMENTS Figure la — Site Map Area A Figure Ib — Site Map Area 11 Figure 2 — Site Map Storm Drain Trench LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress an quality of the work The presence and activities ofMe Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon d: Wilson does not have Me authority to direct Me contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advice the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM lnitiaVdate) Page 2 of 2 sw25racie comp ccciio n e inovifeVer) 00 di -Von I c.orsp c -ti o arowela ?lie Car et:13e s n eceSSate 9(0E14 so-elAffAfekA 7312001-- ¶*i1i___ ;r. •rel, %1M 1 Offoot aQ mpaci4on FIGMRE '}e m0? Brea B May 23 20D� V f co ate b i Ai) El..J �� 0 Ir4re41P4WarliV4.4.44 4141 44, r#441 Pt At60.4.40it+1014# vA4v4P#44#04titi 9 911 i • Et6 12[ comPac4icr ntteGiet cornPat.�ion acurfitblG a FIUP&i sm1Ua�-s-�rorM �ruw ma? 23, 2007— • Vii.. SHANNOND E & LSOL N,INC. DAILY FIELD ACTIVITY REPORT PROJECT NO.: 21-1-20189-007 REPORT DATE: May 22, 2007 REPORT NO.: 107 SW FIELD REP.: AIT PERMIT NO.: D06-425 IZO,IECT NAME/LOCATION Westfield Shoppingtown Southcenter Mall Expansion, AREA 13 REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Overcast to Sunny, 50s to 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnical Construction TIMES OF SITE VISITS: Backfill and compaction of plumbing trenches Lloyd Enterprises, Inc. From 0800 to 1430 MacDonald -Miller From to From to CONSTRUCTION OBSERVATIONS K°SID Y TOPIC'AND ..D 3 RtrTlO OFFIELD'AN ACTIVITY, •<_...W F„e RTEAy%0 LOCATION ' RECOMMENDATIONS TO OWNER. %"-; , ;. r R OMMEND1 D; TOO NER Backfill and compaction of plumbing trenches At the request of MacDonald -Miller, I arrived on-site today to observe and evaluate the backfill and compaction of several plumbing trenches one located from the west side of 14 line (I.8 to K.7); along west side of None. 25 line (I1-5.6); across 25 line (east of trench #2 at J.6); and between 22- 23 line at A.5, (Figures la and Ib). In these four trenches, I observed approximately 10 to 12 -inches of V4 -inch clean rounded (pea) gravel placed as pipe bedding. I observed placement of approximately 3 feet of 1 -inch minus angular crushed rock in 12 to 18 -inch lifts and compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe - pack). Upon probing with a Y2 -inch diameter steel rod, and based upon visual observation of placement methods, stated that material placed today was suitably compacted to a dense and unyielding condition. 2 Compaction of Olive Garden sidewalks along entrance to Strander Boulevard At the request of LEI, I inspected the compaction of the sidewalks along the central entrance the mall off Strander Boulevard (next to the Olive Garden) on the southern portion of the mall site. LEI compacted the sidewalks with a vibratory roller and plate compactor. Upon probing with a Y2 -inch diameter steel rod, I found the stated material to be compacted to an acceptably dense and unyielding condition. None. Backfill and LEI backfilled the pile caps along 22-23 line and 23-24 line with Additional compaction Compaction of Pile approximately 12 to 18 -inches of crushed building material, topped with recommended for pile caps Caps along 22-24 approximately 18 -inches of crushed asphalt. This material was along 22-23 line and 23-24 lines compacted using an 18 -inch backhoe mounted vibratory plate compactor (hoe -pack). Upon probing with a '/-inch diameter steel rod, and based upon visual observation of placement methods, the area will require some additional compaction. lines. ATTACHMENTS Figure la — Site Map Area A Figure lb - Site Map Area B Figure 2 - Site Map Olive Garden Sidewalks LIMITATIONS: The Shannon c4 Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The conaactor is solely responsible for its means, methods. sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initial/date) 5//$7 Page 1 of 1 • - • -. • - •• • - • 0 0 0 uIiiIi p liner !MAIM_ WINS; ;MEM' 111%41'1"1 A -1111111i 11 MINA 5111Ali FitliKrAMILIM EN• Ng tgr II IF,g1 LA11 • 10' = ,e17 /10• .M1,1i:`41=1=1=4" 121~,J1101 101 1, VI I 31,6m -c3 p mwri: II 111 I 1)1:i_ • I 1 1 al 11 9§,1 Pirt"a,mitint I / . I i•I-r 11/ 1 pr• 4;1 • compaction aectitotble, ckaifioned Compac-bOPI htet5Sct, ISM:10,3M '4,1. •11107:1=-,7... i:6-CARFAIVA11111_14.-=E4711ril r/ICIM .175ilAiIrJraaramitAils. 0z"..CX "...4. X4 Etroulmmiumr alam-m:r -.7=w ,-....-mam6-- .742iW ii r Ir L'30/ . &AP I Stli Ail l. ..z.:,.(14;t: FA wa • Fij ;===, t j -.- -....v. =.-•-•=:L; l'ipi !Iv 1 4 i K: ;1 ql SEM ....=== 7 or tiff.1 ON 11.-..r11,1,.. !,.... ..ii FA .Z111 /11,18...nril 1Q Mr:M11147t NO 111 ,....., os r iFir eill Ziti ill 4, --.1'"l'in 1••'-' 11111..;- .04.1i,10 t;:: triedl 71,171 ' .ur•P"="11.A ik 'g lit 'Jr 411 11 ril i.f. ie A 14 f r iiir MI r,1/$11r1 ,F.1 ,,,:illrr,&,_ a Jall, ftiCAllill.t Mar1:311WAIMIlh.lIn WAI 40 VIEFAIMER '11.'iis....Dn'Ar .... ;, 'air '."7,411,g'-',11 tT3-1 CI 1111 Lk 11 ii FA irii,, 11111 1‘7;p 01111A 14. ItAillIZIgitiftilliEM'il"- -rir- -111- 1--r-- rnore. comrefioh fleet:tee( C orfrthiOY1 4pLMt fVUNDATION P1.. Plap Arat 13 MAN 22, 2003- 1't 1 f 1 I 1 E 1 1 I 1 , I �+•F 1 I , I oL! L 1 c a +uisomPIN AMP Fth c> moimusimuut _ AMY AAMIIIMEIMMIN EvAgq. siT. • m SHANNON i LSON, INeECEIVED Imo/ 6OTECNNICAE AND ENVIi1oNMENTAt CONBULTANTSJUN 0 4 2008 DAILY FIELD ACTIVITY IST PROJECT NO.: REPORT DATE: REPORT NO.: SW FIELD REP.: PERMIT NO.: 21-1-20189-007 May 15, 2008 180 OTH D06-425 PROJECT NAMEILQCATION Westfield Shoppingtown Southcenter Mali Expansion REPORT SUBMITTED TO: CONTRACTOR NAME AND CONTACT: WEATHER & TEMP. Sunny, high 60s Client Westfield Corporation General Bayley Construction CC City of Tukwila Subcontractors for Geotechnice! Construction TIMES OF SITE VISITS: 8Qy/e,j C,4,f Lloyd Enterprises, Inc. from 12:45 pm to 4:30 pm Evaluation from to CONSTRUCTION OBSERVATIONS NO.. TOPIC AND LOCA- ';, 'TION. - _ _ DESCRIPTION OF FIELD. ACTIVITY, OBSERVATIONS AND°RECONIMEN, x ` `. ,_ , .� .: `DA IONS TO OWNER ., _ FI1R'khtERACTION,RECON- MENDED TO WNIER =r I South Parking Lot Compaction At the request of the general contractor, Bayley Construction (Bayley), 1 visited the site today to evaluate the compaction in the areas just Observation and north of the JC Penny parking garage and south of the main mall en - Evaluation trance (see Figure 1). 1 observed the earthwork subcontractor, Lloyd Enterprises (Lloyd), grade and compact the area south of the main mall entrance using a grader and two vibratory rollers. Using a nuclear lensometer, I performed nine in -soil density tests in the compacted area (shown in Figure 1 and the Compaction Test Worksheet). All of the tests but one indicated densities in general ac- cordance with project plans, specifications and our recommendations. However, the results of the test which did not indicate high enough density were discarded because the testing bole was most likely com- promised (see Compaction Test Worksheet). ATTACHMENTS Figure 1 — Site Plan Compaction Test Worksheet LIMITATIONS: The Shannon & Wilson field representative is present on site solely to observe the field activities of the contractor identified and keep our client informed of the progress and quality of the work. The presence and activities of the Shannon & Wilson field representative and our acceptance of any non -conforming work or failure to reject any non -conforming work does not relieve the contractor from complying with Its contract documents. Shannon & Wilson does not have the authority to direct the contractor's work Any information provided by the Shannon & Wilson field inspector is intended solely to advise the contractor of the technical requirements of the plans and specifications and/or design concept. The contractor is solely responsible for its means, methods, sequences, procedures, construction site safety, quality of work, and adherence to the contract documents. REVIEW BY (PM initiaUdale) 5/2 , / Page 1 of 1 'En rri rri 1 ••4 • IP;MFfilreller Potel. !..9,11: ins1111211,5111111 ..mosims woomaiimium, mom. ritzerfiligilli111111rr 1liar .pAcia5k,Arii2t1/2101,rafim. om "1".. •fr u,n‘?...inierw.ocurfAi pip [. , 11 ..., ft ipr f 44.,,,,,,,:gt - ,.. • , '''' --7.--‘3,-,',,i,— 4-api or' ' • " ....'0,.'C''''#47:.62{.rtll".,77. •W: .. VI' nielli u.4,1 -.L. .e., 0!1I4I,.. 1., ''''`. • Nn4.;c....N•..A.„N.,:...,,...1.,.1"= .m.c-.'---t.',.:N. ;t Jr-'T"'FQ:fi'o,7,4k,,41:L.-1* __._ ..,.ro4,N,o$.,..1:",.,.,,i,1..1:"-i-",",'::.-117..'0...l.i•1t.', ar10:7,-i.•t., 1J,1„1IP, 1 Al?' 444e4 .xli 'm 4- — ;41111,A140 1 11. -iii MN EMS Miblinlibl li Mr: Oi .: I tr:1:1II 11Mill HIM 41101•111W Ellin IPrAil , in., 111111/11110' '617.1.1111t111 11 -7411=.ntl.:0 1111.7R: witato Itlit) 11 Iri 1.1 • OM '.. . t' , 1. eirr• 4. Vp._ tJ• -r - ri ft; • 073 • ,s1 z OICW6alF8 • 11 bin " ‘( -ft r. 1i SHANNON & WILSON, •(f C: NCO Geotechnical and Environmental Consultants • COMPACTION TEST e - (NUCLEAR METHOD) JOB NAME: r a 1 ! 4 SSI 1 JOB NO.: Z/-2 OI P1 REPORT NO MOISTURE STANDARD/TIME: 7• DENSITY STANDARD/TIME: M1 / 1 &' AVERAGE. GAGE; / DATE: 6 15/ TESTED BY: a I � SHEET: SCALE: . 3 . . . . . . .. (x'7 .. . . . . . . . . . , . . • . . • . • . . • . • . . . . . . . .. J.c, - ... 3µ •. . . 11, mss. PP - , ....... Pr P .,. . .tit" • 0 Z !' 12" 'L SKETCH'. . 12 0 • . . . . . . • • • •, 1V3, I '' 1�k. •-5 - mo w • I , yiss.5 v-6- 3. • 1.334 )Zif°I /25,Y ``YY Y. l-. t- rY1.ytc °I •t.:.- (Q (.0 `� ♦ f.. x -- .y 5. - 'j7'++�,lbo . -7100 -• '790 ' • . TEST NO. STATION ELEVATION '""` AP...Q9X. FILL DEPTH TEST DEPTH WET WT. (PCF) . .4- pRY WT 00), % MOi 1 UFIE - % COMPACTION MOISTURE COUNT (MC) . DENSITY COUNT (DC) ' •_ MAX. DRY WT. (PCF) OMC PASS/FAIL (PIF) 1 2 3 1 (x'7 .. . • , ... 3µ P P PP Pr P .,. .tit" • 0 Z !' 12" 'L I j' 12 0 11* . y 'NI .� . x•'15 1V3, I . 14.9.1rt6•y 13y.5 � 1,i1 4zz .. I , yiss.5 v-6- 3. 135 1.334 )Zif°I /25,Y 1ZV' . - 1k8.3 °I •t.:.- (Q (.0 -g•.3'''&. '4.3 .;'Staff 5. 'j7'++�,lbo . -7100 �j L2Qr '790 :ell.. '.'/�! "'"5-y4 :'1'�.t .. s o%l;-- i I2 1 - I3S , 1 23 tic,- Ave 5c, 3 J 7 T1 130 lbo- I3 ' % 3D.1;30 (x'7 130 139 ;3 : .' ... 3µ P P PP Pr P .,. f REMARKS: r•• Lev dtse&AA — 4-11, ! 4-11nk .c, kola (46 Ydof(y lj LEGEND: OMC (Optimum Moisture Content) PCF (Pounds per Cubic F6ot) WT. (Weight) t -Ito WNW. AM diiIMPIN Mon amnsarr..0 In & ASSOCIATES, INC. RECEIVED ouN G2 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING COMMUNt CONSTRUCTION TESTING & INSPECTION DEVELOPIVENT KA No. 066-06316 Permit No. D06-245 May 27, 2003 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. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson (pdi) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Far: (253) 939-2556 ‘'1631.6 'brcai tl to a• r u IYdpVyIOIVJ, 11110. VAL vdeeey Iaveeeue rrvv dune eu 1, ruyaitup VVA atSsr'1, (40.i) y5 i-4 UU Project No. 066-06316 Cyl. Code 80478 Pour Date 4/21/2008 Report No. 21302 ' 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 err 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.) (9 (F) (pcf) 7:21 am M065 204459 5 65 35 Placement Area Location SOG 21 line at base of escalators Remarks Placed by boom pump. Please refer to field report #82779 Inspector Joe Bauduin Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 548 F. Ash Ibs. C. agg. Ibs. 1 1720 1712 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1530 1684 Water lbs. 248 133.8 Air Ent. (oz) MB Poly 44oz 44oz Gienium 22oz 22oz Other (oz) Other (oz) Water Added on Job (gals.) 21 Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 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 80478-1 4/28/2008 7 4.018 12.62 42465 3,350 MT 80478-2 5/19/2008 28 4.018 12.62 531115 4,190 MT 80478-3 5/19/2008 28 4.018 12.62 54855 4,330 MT 80478-4 H 80478-5 80478-6 80478-7 80478-7 Remarks Results Reviewed By Date Reviewed 37'28-48 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 )3101 Reverart 3 Effective Date SIlZik The lnformatbn p oWden on this report ie preparer4 for the eaclrrsrve use of the client. This report may not ne reproduced in any format w4hoot the +rotten parmissron of the client and Krazan & Acsoci: n �aL.a11 ui n1S311 .1aIG7>, 1114. .7LL veThey fivuitue IVVY OUILe fu 1, ruydltup VVYN VOJI 1, (L0.)) VJ5-rG,'ytJti Project No. 066-06316 Cyt. Code 80479 Pour Date 4122/2008 • Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 21105 Jurisdiction City of Tukwila Permit No. D06- 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) 7:30am 75 204549 5 62 40 Placement Area Location Southend of bride (pourback strip) next to JCPenny. Remarks Concrete placed by boom. Please refer to field report #81291 Inspector Mike H. Preciado Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 545 F. Ash lbs. C. agg. lbs. 1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1684 Water lbs. 296 272 Air Ent. (oz) Poly 44oz 44oz Glenium 22oz 210Z 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 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 80479-1 4/29/2008 7 4.012 12.64 69140 5,470 MT 80479-2 5/20/2008 28 4.013 12.65 87120 6,890 TN 80479-3 5/20/2008 28 4.013 12.65 85470 6,760 TN 80479-4 H 80479-5 80479-6 80479-7 80479-7 Test Results Remarks X Conforming Results Reviewed By Date Reviewed "_ Non -Conforming 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% Fenn 03101 ReMs.n. Effective Date 511210° The Yeformahon provided on this report k prepared for the exdusr,e use of the client, The report may not be reproduced in any format without the *noon permission of the Bert and Krezen 8 Assoc. r' ®SII SHANNON ia,WiL SON, INC. February 1, 2008 RECEIVED FEB 14 2008 UNITY DCEVELOPMENT Mr. Patrick Bums Westfield Corporation 633 Southcenter Parkway Tukwila, WA 98188 RE: FINAL REPORT ON CONSTRUCTION OBSERVATION, WESTFIELD SHOPPINGTON SOUTHCENTER EXPANSION, TUKWILA, WASHINGTON, PERMIT NO. D06-425 Dear Mr. Bums: ALASKA CALIFORNIA COLORADO FLORIDA MISSOURI OREGON WASHINGTON This letter presents our final report on geotechnical observation of foundation construction and structural fill placement activities for the Shoppingtown Southcenter Mall Expansion, Tukwila, Washington. Our services for this project included observation and evaluation of the following activities: ► Augerca t pile installation ► Driven steel pipe pile installation ► Driven grout pile installation ► Structural fill placement and compaction The results of our observations are presented in our field activity reports dated November 27, 2006 (field activity report No. 1), through October 25, 2007 (field activity report No. 167). In summary, all foundation piles were evaluated and found to be competent for bearing. Structural fill materials and trench backfill materials were evaluated and approved below the building floor slab. Capillary break gravel beneath the floor slab was also evaluated and documented in our field reports. In our opinion, the geotechnical -related work that we observed at the project site substantially complies with our recommendations. 400 NORTH 34TH STREET • SUITE 100 P.O. BOX 300303 SEATTLE, WASHINGTON 98103 206.632.6020 FAX 206.695.6777 TDD: 1.800.833.6388 www.shannonwilson.com 21-1-20189-007 Mr. Patrick Bums Westfield Corporation February 1, 2008 Page 2 SHANNON EVVILSON. INC. Please contact me at 206-695-6875 or mwp@a,shanwil.com if you have any questions. Sincerely, SHANNON & WILSON, INC. EXPIRES: 04 ( 211 of Martin W. Page, P.E., L.E.G. Associate MWP/mwp 21-1-20189-007-L2.doc/wp/LKD 21-1-20189-007