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Home My WebLink AboutPermit D06-425 - Segment 2 - 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 sas aaa.af 1 es A00VVIOaVB, 11eL. s./V I IJUI .au Vet 17E1tr W WMC IVU, MUUUU I, rrI MODUh, tha'J y) Z JUU . Project No. 066-06316 Cyl. Code 72748 Pour Date 10/5/2007 Report No. 100507-3bt Weather Overcast 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pct) 8:10 65 123442 6 65 45 Placement Area Location Second deck grid lines 17 -25/D -H Remarks Placed by pump truck mechanically consolidated by H -F vibrator. Sampled at 160 cy. Reference D F R#: 100507bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. Ibs. 610 607 F. Ash lbs. LT/WT agg. Lbs. 1123 1076 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1427 Water lbs. 260 228 Air Ent. (oz) MBAE90 5 oz 4.4 oz MB POLY 997 36 oz 36 oz M8N0534 .5 oz 36.3 oz Other (oz) Water Added on Job (gals:) 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72748-1 10/12/2007 7 4x8 12.61 54316 4,310 3 MT 72748-2 11/2/2007 28 4x8 12,58 66173 5,260 3 MT 72748-3 11/2/2007 28 4x8 12.58 67926 5,400 3 MT 72748-4 1-1 4x8 3 72748-5 72748-6 72748-7 72748-7 Remarks Results Reviewed By 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 x ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03107 Revision 3 Masa D.te 3f17A/ The fdonredon provided end. mpert 4 entwine for 4rs s.dusiv. use ;f the dant. The rspon ,nay rot be reproduced in any format without ttw written perrnissim of 0* dienf a d K,.zan & Associates 1 %I SWAM R 11.60121.60,1011.00, 11 rr• 1.iv 1 " I41111 all VCR 1111111 r7URRC I Vtl M441JU111, WV" ooV V<, 11,44.3.1 .00.441/1J . Project No. 066-06316 Cyl. Code 72748 Pour Date 10/5/2007 Report No. 100507-4bt Weather Overcast 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:10 75 123459 6 65 48 Placement Area Location Second deck grid lines 17 -25/D -H Remarks Placed by pump truck mechanically consolidated by H -F vibrator. Sampled at 235 cy. Reference DFR#: 100507bt Inspector B. Thompson mn Reported Batch Data Design Actual Weights weights Mix No. 15MD02 Cern. lbs. 610 608 F. Ash lbs. LTIWT agg. Lbs. 1123 1078 C. agg. lbs. 2 C. agg. tbs. 3 Sand lbs. 1430 1441 Water lbs. 260 223 Air Ent. (oz) MBAE90 5 oz 5 oz MB POLY 997 36 oz 36 oz MBN0534 .5 oz 36.3 oz Other (ex) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72748-1 10/12/2007 7 4x8 12.61 40656 3,220 4 MT 72748-2 11/2/2007 28 4x8 12.58 53707 4,270 4 MT 72748-3 11/2/2007 28 4x8 12.58 53514 4,250 4 MT 72748-4 H 4x8 4 72748-5 72748-6 72748-7 72748-7 Remarks Results Reviewed By Codes for Break Types: Date Reviewed Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x 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% For, 03101 Rr irbn J Melva Cola 3017414 Thr information providrd an Ar mood to orro+rrd far Me rxoloor r w. of Moskva This myon may not Cr mamdvosd in any femur wtihron tP *Xtt n manisdnn of Om otirnt and Kf*Ln a Aaa drl.2 .tel atalt 11. /1aOV41a LC.?, 11 1,. l..0 1 - 1Jlll all/eel 111,11 a7U11113 outs, Mount in, ■VP'% trOYVL, tL:JJf 7J�-L:1VL Project No. 066-06316 Cyl. Code 72765 Pour Date 10/6/2007 Report No. 100607-1 bt Weather OvercastlMist Jurisdiction City of Tukwila Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:23 65 194043 6 60 42 Placement Area Location 3rd deck slab pit 18 -19/D -J, walk area at grid line 16 -18/A -A.12, and retaining wall 18-20/A.12 Remarks Placed by pump truck mechanically consolidated by H -F vibrator, sampled at 5 cy Reference DFR#: 100607 bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cem.lbs. 550 547 F. Ash lbs. PEA. Agg. Lbs. 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1589 Water lbs. 296 219 Air Ent. (oz) MB POLY 997 N 44 oz 44 oz Glenium Other 17 oz 16.8 oz MBN0534 .5 oz 33.2 oz Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 28 days Date Specimens Recrd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72765-1 10/12/2007 7 4x8 12.61 51450 4,080 1 MT 72765-2 11/2/2007 28 4x8 12.58 63817 5,070 1 MT 72765-3 11/2/2007 28 4x8 12.58 70345 5,590 1 MT 72765-4 H 4x8 1 72765-5 72765-6 72765-7 72765-7 Remarks Results Reviewed By /1C ' Date Reviewed Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fern 03101 a.valon 3 Effective o.1. 5r1713I The invm.uen paneled ease* open V mewed for the .sdusive un e1 the churl. Tim moon m.y not a neproeuosa 1,.,,y mann wt howl the wel.n permission o1 Cr dime .r4 Kwan 5 A..onwee •.•MfM•• M 11•,•149.6E9,..8.101•1•49,, II IV. I IOU I - 1/OM IOU 001. 111117 Vµ1{G IVV, .11.11.11M11/1111, •71.1 , liJY� aJ17-I.WV ' Project No. 066-06316 Cyl. Code 72766 Pour Date 10/6/2007 Report No. 100607-2bt Weather Overcast/Mist Jurisdiction City Of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:20 91 12379 6 60 48 Placement Area Location 3rd deck slab pit 18 -19/D -J, walk area at grid line 16 -18/A -A.12, and retaining wall 18-20/A.12 Remarks Placed by pump truck mechanically consolidated by H -F vibrator, sampled at 95 cy Reference DFR#: 100607bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 548 F. Ash tbs. PEA. Agg. Lbs. 1720 1708 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 296 219 Alr Ent. (oz) MB POLY 997 N 44 oz 44 oz Glenium Other 17 OZ 17.2 OZ MBN0534 .5 oz 32.9 oz Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 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 72766-1 10/12/2007 7 4x8 12.61 50028 3,970 2 MT 72766-2 11/2/2007 28 4x8 12.58 72821 5,790 2 MT 72766-3 11/2/2007 28 4x8 12.58 74237 5,900 2 MT 72766-4 H 4x8 2 72766-5 72766-6 72766-7 72766-7 Remarks Results Reviewed By f E Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Revision Effective Oats 5112.. 4 The iniemrlhn preshisd on 01d report is prepared fee the •ndWM use of the 'tient This report rney not he reproduced In any format .O nW 1ha *Sten perrniaunn of 1ha tient end !Venn 8 Assnd•tes 11•Ia.f.41111 Lm "riamsa.satoa, utw. F.N 1 - Watt mal tout iv Iry O4114V IVU, P9UUt11 tt, VYM aUVVc, %coJ1 aaa-cJVV Project No. 066-06316 Cyl. Code 73029 Pour Date 10/25/2007 Report No. 102507-1 bt Weather Overcast Jurisdiction City of Tukwila Permit No. D06-147 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete Supplier Time 9:52 X Other Miles Truck# Ticket # 75 194679 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 6 65 52 Placement Area Location Third deck retaining walls, Southeast side of theatre and curb J -J.8/20 Remarks Placed by pump truck, mechanically consolidated by H -F vib. Sampled at 5 cy Reference DFR#: 102507bt Inspector B. Thompson Reported Batch Data Design Weights Mix No. 07400G3 Cern. Ibs. 550 F. Ash Ibs. PEA. Agg. Lbs. 1720 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 1590 Water tbs. 296 Alr Ent. (oz) MB POLY 997 44 oz Gienium Other 17 Oz MB NC 534 0.5 Other (oz) Water Added on Job (gals.) Actual Weights 546 1720 1588 231 44 oz 17 oz 33 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 73029-1 11/1/2007 73029-2 11/2212007 73029-3 11/22/2007 73029-4 73029-5 73029-6 73029-7 73029-7 Remarks Results Reviewed By x�i, Codes for Break Types: Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.56 28 28 li Date Specimens Recd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 51916 4,130 1 MT 1 1 Date Reviewed 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Fano 03161 Reader 3 E6adM Dale 5/121W The Wonnadon provided an this report 4 papered for thee axWaim+ use of do clew& Thte report may not be n produord 6r any farmd without the written paroission f the anent and Imran d Associates a%x Midi ax 1611 A0..7V4•101600, 1814. teat, 1 - Tartu 061 WO& nirr 1.1.IIttt IUU, nuuuuI, *.rt ovwc, tcaaj aoa caw ' Project No. 066-06316 Cyl. Code 7303 Pour Date 10/2612007 Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Report No. 102607-1 bt Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Other CYLINDER REPORT Time Truck# Ticket # 8:55 76 195085 Plant No. 201 Slump Air (in.) 4 Mix Temp. (9 60 Site Mix Air Temp. (F) 40 Unit Wt. (Pei) Placement Area Location Back fills at A -E125-31 Remarks Placed by boom pump mechanically consolidated by H -F vib. Sampled at 5 cy Reference DFR#: 102607bt Inspector B. Thompson Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 PEA agg. Lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 255 Air Ent. (oz) MB 200 N 21 OZ MB N0 834 0.5 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 520 1448 540 1327 229 21.2 oz 31.2 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 7303-1 11/2/2007 7303-2 11/23/2007 7303-3 11/23/2007 7303-4 7303-5 7303-6 7303-7 7303-7 Remarks Results Reviewed By 71---E.(,, Codes for Break Types: Age 7 28 28 H Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.58 47124 3,750 1 MT Date Reviewed 1 1 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) PPM 03101 a..i.wn 3 Elegem 0.. 141204 The infomn0on provided on thU gpod a mowed for the exclusive use of th. .W,L YMa report may not bo nproducad in any forma without the -written palmation of awl dMm and Kwan 8 Assacums s s w.au .w .-1o41va.saa0a .s M.* luv r - 1'JUi auttout rimy DUIW Ivo, MUuurn, VV# 1loVUt, (L34) y4 J -LOUD Project No. 066-06316 Cyl. Code 73031 Pour Date 10/27/2007 Report No. 102707-1 bt Weather Foggy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF $ Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:35 135 195166 6 65 40 Placement Area Location Second deck grid lines A -D.7/26-31 Remarks Placed by pump truck mechanically consolidated by H -F iib. Sampled at 5 cy. Reference DFR#: 102707bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. LT/WT agg. Lbs. 1123 1076 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1436 Water lbs. 260 233 Air Ent. (oz) MBAE90 5 oz 4 oz MB POLY 997 36 oz 36 Oz Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM 01064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 73031-1 111212007 7 4x8 12.58 36405 2,890 1 MT 73031-2 11123f2007 28 73031-3 11/23/2007 28 73031-4 H 73031-5 73031-6 73031-7 73031-7 Remarks Results Reviewed By "ra, Date Reviewed 1 1 1 Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C817 ASTM C1231 x 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 Re.ieloa 3 EfteoMni Date 5#1204 The information presided on this report is prepared for ter. sarduelve use of the chant. This moon m.y not be reproduaal in ens form.t w4fnut the *Men permission of 11. dant .nd aresan & associates • .• MN.. • wi .'.•.Yvv._.__, .. I. YY f - ,Yo.s VM WWII fill• .JY.{C tVYf RYY4l se, ••A ,YYJ^LYVV • Project No. 066-06316 Cyl. Code 73032 Pour Date 10/27/2007 Report No. 102707-2bt Weather Foggy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:53 19 123991 6 65 40 Placement Area Location Second deck grid lines A -D.7/26-31 Remarks Placed by pump truck mechanically consolidated by H -F vib. Sampled at 80 cy. Reference DFR#: 100507bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 608 F. Ash lbs. LT/WT agg. Lbs. 1 123 1078 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1438 Water lbs. 260 237 Air Ent. (oz) MBAE90 5 oz 4.4 oz MB POLY 997 36 oz 36 oz MB NC 534 1.00% 1.00% Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Design Strength 3,000 © 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 73032-1 11/2/2007 7 4x8 12.58 32348 2,570 2 MT 73032-2 11/23/2007 28 2 73032-3 11/23/2007 28 2 73032-4 H 2 73032-5 73032-6 73032-7 73032-7 Remarks Results Reviewed By frEc. Date Reviewed Codes for Break Types: Laboratory Test Methods ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x 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% Form 03101 Revision 0 Moth* . D.te 5H7,04 Th. H.nsetion provided on tide report 1 prep.l.d forth. .arduarr. u.. 0.. dent This report mey net a r.produced in .ny format without 4le writer, p.nnesvn of the cd.n1 and Krona AssQU.tes Vat ilia' 1 4t 11SSN6.IalCSy II Ili.. IJV J - 14411 OU eta' Ivry OUlcfi IUU, "AUL/U.11, V I VODUL, (LJJJ :JOa-cauu Project No. 066-06316 Cyl. Code 73033 Pour Date 10/27/2007 Report No. 102707-3bt Weather Foggy Jurlsdictlon City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:05 19 123998 6 65 32 Placement Area Location Second deck grid lines A -D.7/26-31 Remarks Placed by pump truck mechanically consolidated by H -F vib. Sampled at 85 cy. Reference DFR#: 102707bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cent. lbs. 610 608 F. Ash lbs. LT/WT agg. Lbs. 1123 1076 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1427 Water lbs. 260 218 Air Ent. (oz} MBAE90 5 oz 4.4 oz MB POLY 997 36 oz 36 oz MB NC 534 1.00% 0.73% Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C1064 ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 73033-1 11/2/2007 7 4x8 12.58 37144 2,950 3 MT 73033-2 11/2312007 28 3 73033-3 11/23/2007 28 3 73033-4 H 3 73033-5 73033-6 73033-7 73033-7 Remarks Results Reviewed By re'r Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods ASTM C39 x ASTM 0109 ASTM C617 ASTM C1231 x ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ferro 03131 Revision 3 Veneer Deis 612104 The hao.mMlbn Pmvlded on this mpo.t u ;remand for N. ...foam ma of th. dames. This mport may ma b...p.odu.ad In any formal without N. mason pemiasiun dlho dark and l4.an 1 Asscamaas 1<re aZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION November 2, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, KA No. 066-06316 Permit No.-B0G=i2'S' Permit No. D06-147 77 NO' In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from October 25 through October 27, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 HOU; ar. NDE NI(raZali & Associates, Inc. REPORTNO.: 2392 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE, __/Of/� PROJECT #:.--�6�G!�l �o PROJECT , %tSTF/ELD AiALL LOCATION: 5C l,CEN7E'2 KRAZAN PROJECT MANAGER: _457wY CONTRACTOR: -APL PERMIT NO- 0624 /97 INSPECTOR: SseghlrJi` ee7_._.. MISC: 4 -LADS h//B LL WEATHER: x462 TEMP: 607 ® STRUCTURAL STEEL ELD •HOP WELDING V.T. LI MATERIAL ID NU.T. L M.T. I_ i P.T. ULTRASONIC EXAMINATION REPORT Specification no. ---_._. -_ AWS D 1.1-96 /NDE -UT -1 - Material Alloy C/5 -- Weld Joint C7P Standard no. ------ S D 1.1-96 a • e . - --_ Material Thickness ..k4t :.. Weld Process AC414/ Calibration Standard — __ IIW type 1 o 1 S - _ Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bt=bottom flange. Wb=Web. N.S.E. W.=com__pass directions. t=top. bottom. T & Etf=tap and bottom flan e DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INF U I i< 1 i I , ; a F,et : y1 i I I 1 N Z 0 l p I w U` W 2 i 0 L1Itc•a ,,7 -w O' r, C ▪ W 4 '� Z 1 4 ¢ FS- w 7 I j' i U ¢ Z U a_ C�.2 U 9 ' Pz'' V W; zci la la LL I w u 1,13 z ,,......1-''' Z Z It PC. MKJ Grid Line 7^��j �1. �y o LI - a ¢,, cc ' w I i m I v L o di fi jr '� o n; b ¢ 2 k' 2 4c ? 4i 8/ 4 3 / j 7 63 - L _L L .. .i _i�4 I I l A / li f 1 aS' .1. r5LJ 7 /S" x .27 Ultrasonic Test (UT) Equipment Makizr )KR SN Z. Transducer: size SN Couplant ST (:1) .3Q ASTM Test Method: A587 Frequency: C!...g MHJD To the best of my knowledge, the abov Superintendent/Representative: CONFORMANCE OF WORK QTY Conforming Welds 6 QTY Nonconforming Welds OTY Examined Welds 4, HOURS _ESCPT IN OUT ST OT MiLJ I j 1 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Cloves, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San _lose, CA 95112 • {408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, W4 98002 20714 State Route 305 V.F., Ste. 3C, Pnulsbc, WA 98370 13434 N. E. f 77th Place, Woodinville, WA 98072 11913 N E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • X360) 598-2126 • (425) 485-5519 • (360) 254-3200 j.7:713 Kr azan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: JO/4R 9427_ _ PROJECT #: 0_631:6 PROJECT' AVE:5-1:1,42,„gz.z. LOCATION: _ SCV_Tiii_CW.+ZER _ KRAZAN PROJECT MANAGER NDE REPORT NO.: 2393 CONTRACTOR: _.454Y4Ey_____ _ezt&E.—.1dF PERMIT NO i>0.6 INSPECTOR: aR4 fyrewo MISC: CIP_14/4/ ttS WEATHER: TEMP; STRUCTURAL STEEL RELD SHOP WELDING Li V.T. [. __I MATERIAL ID U.T. L1 M.T. ULTRASONIC EXAMINATION REPORT Specification no. A Standard no. _________ I P.T. .1-96 /NDE -UT -1 Material Alloy Ctes Weld Joint AVVS D 1.1-96 Table 6 -- Material Thickness -- - - Weld Process -FC41,11 Calibration Standard ilW type 1 o Ref. Dwg/detail ns=near side ts=far side. Tf=top flange. Bf=bottom flame. Wb=Web. N.S.E.W.=comoss directions, t=tgp. bottom. T & Bf=top - and bottom flange PC. MK./ Grid Une ; :DATA DESCRIBED IN AWS 01.1 DISCONTINUITY INFO , , ...x. ic iti 1 Li ' g . . I Q - z tu • ' o i 1- ] u) a ' Lu • -i i•-•- . ill :ik LI_ LI. I i W i LU 0 • Z - ' 4... < . .1‘11•-1 Zz 1 , a m • m ' tu , R. < ,..i 1 ce LI. I d ,C2 , I ,--- cn 0 0 : cr t . LLI t- LLI M : •:( 0 M CC . Ct Li- . LL ILI 0 Cr : US i 0 i • 1-- y- , 0 0 , 0 m : = u_ Lu : tii I Lii ! ti_ LU,_ Pi' in 1- i z . z cc I ft s , L'3'', . , z i ...,- i 0 : ,1.51 : tti ..,: : WO I § 0 I- t- • i- 4 At w , I 0 - LTJ it I .10 , 42, : it CI- CC . IV ' • I.- 1 -4 i A‘e ai 0 • 0 , cr) I 1 14.1 z a_ Ill 1 Ih- .L.IR i_. JTa0 L • ' , , -4- -F- ' + 1 : ! Ultrasonic Test (UT) Equipment Make : Xei? SN Transducer: size SN Couplant Sr' ASTM Test Method: A587 Frequency: To the best of my knowledge, the abov Superintendent/Representative: t CONFORMANCE OF WORK =, HOURS QTY Conforming Welds DESCPT IN OUT ST ! OT i MIL i QTY Nonconforming Welds 1 OTY Examined Welds 2 --i • WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Techniciari: 275 Nest Dakota Avenue, Chows. Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lore Palm Ave_ Ste. 2E, Mccesto, CA 9535 • (209) 572-2200 545 Parrott St., San Jose, CA 95 • (408) 271-2200 123 Commerce Circle, Sacramento CA 95815 • (916) 564-2200 225 N. Sherman, St. A, Corona, 04 92880 7501 15th Street NW, #706, Aubum, WA 98002 20714 Stare Route 305 V.E., Ste. 3C, Poulsbo, WA 98370 73434 N. E. 1 77th Place, Woodinville, WA 98074 79?3 N. E. 103rd Avent,e, Varcouver, WA 98662 • (909) 549-7188 • (253) 939-2500 • (360) 598-2126 • (425) 485-55'9 2 360) 254-3200 azan_ & Associates, Inc. GEOTECHNICAL ENGINEERIN= • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: /0%/O% PROJECT #: 6Z4,' a�3JG PROJECT: WES7F4rn LOCATION: ,,$d[rT7[pg . 4�/A KRAZAN PROJECT MANAGER: S//I/ FIELD REPORT NO: 7 6 G J 9 CONTRACTOR: �' 'y[ -y pqr� 1 nFv2 JURISDICTION:/x��,q /,4 PERMIT #: DDG L47 INSPECTOR: / /SO 44'77NQ WEATHER: re -Yr? TEMP:5O°F i/SUALIY ORSERv D F2 L yi/y( STRUCTURAJ .57 OtWAr/nom /N P/9,06RF.:.55' ; , //_LZ"7 lvsLD/A'S a<' aA'4Cr/1,6. r() 6e/ssir.d1Arlr 1114f_OVA- y .3 (ID/?, 24/n/vG K, /� 4 A Cir/ET »gLQ/NG OF' )L 4DFR RF'4A' CUPS L A'LF,P 4F-L.4L 3x/7.6 AL GIN(-, ET444RA-A 4, PI/DDLFw &D/NG OF DE' t /Ai AR -,4 .4 - s 6 4ND 077 -3/ /L-vEL �. 61) /IL Y rrS?-Eek e JP 1-eEL1's FIS v&r . OAZY) 'L//vE LPL'/ 3 , SE: KA'AzAN RE -Pater .23?.. NDE16.2747 Equipment/Asset Number(s): To the best of my knowledge, the abavWAS NOT performed in accordance wrtti the approved plans, specifications, and regulatory requirements. Superintendent/Representative: /501 Flrfd Repn,rr.dnr Technician: Serving the Western United States Rev:.ron Effective Date: 5125f15 The ,nfnrntnion provided on rho, reporr is pr^,arrd for :he CCLhenr. a !Ise :,r the ; lien[. Thi, report :nav nor Ix reprorluced in any tunnal xrthrn.r'he .vnuen xnu:,.ron 6rf rhe .limn ind Kralan 9 t,.wxi.IIe,. =�Z & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING, CONSTRUCTION TESTING & INSPECTION October 31, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Laboratory Testing Westfield Mall Expansion SEATTLE, WASHINGTON R~CEIVE3 KA No. 066-06N6V 062006 COMMUNITY DEVELOPM r Dear Mr. Burns, In accordance with your request and authorization, we have performed laboratory tests on the material sampled from the above referenced project site. The laboratory tests performed on the material were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. 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 u67161ab MI (LLCM 131 neeurV1ause, uw. 11.1%,11 - IJUI aclvvl rirr OUlW Iuo, ? UIJU1n, TYA mouuc, 1,4 0.1) aoa-couu Project No. 066-06316 Cyl. Code 072440 Pour Date 9/7/2007 Report No. 90707-1 Weather SUny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:07 76 1921310 4" 70 70 Placement Area Location Back fils at grid lines 16/F-H,13.9/F-H,17.6/F-H. Grade beam and pile caps B1-3,B.7/2-3,C.3-21C-C.3B.7-C.3 Sampled at 5 cyds Remarks Placed by tailgate and pump truck. Mechanically consolidate by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson :TN Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. Ibs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 257 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 x 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 072440 9/14/2007 7 4x8 12.62 0.0 49284 3,905 1 MT N/A 072440 10/5/2007 28 4x8 12.57 0.0 69573 5,530 1 SW N/A 071278 1015(2007 28 4x8 12.57 0.0 67733 5,390 1 SW NIA 072440 H 4x8 1 072440 072440 072440 072440 Remarks Results Reviewed By at. 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 +/- B% Fam 03101 Revision 3 Effective D. 5117104 the ini nnadon provided on !hr report it prepared for the exclusive use of the awn. Thee report may rol be reproduced in any funnel **bout the *Oben ps,m own of the dent and wawa resod rrazan at Associates, inc. lout - ibtn street NW Suite lUb, Auburn, WA WWII, VW) 9:SS-lbUt} Project No. 066-06316 Cyl. Code 072441 Pour Date 9/7/2007 Report No. 90707-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 9:20 136 122650 6" 74 70 Placement Area Location Second deck grid lines L.9 -N, L -N/7-8 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 608 F. Ash lbs. C. agg. lbs. 1 1123 1128 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1430 1429 Water lbs. 260 243 Air Ent. (az) Other(oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072441 9/14/2007 7 4x8 12.62 0.0 40871 3,240 2 MT NIA 072441 10/5/2007 28 4x8 12.57 0.0 63528 5,050 2 SW N/A 071278 1015/2007 28 4x8 12.57 0.0 65598 5,220 2 SW N/A 072441 H 4x8 2 072441 072441 072441 072441 Remarks Results Reviewed By AV Date Reviewed Laboratory Test 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 (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farr 03101 Revision 3 61rsNv. Det. bit VW Th. Inform ,n posited on liNs report is prepared for the exclusive use of the dent. this report may not be reproduced m any forret wlhout are written pemoseion o1 the dent and Krazan & Assort t`aazan a /Associates, Inc. lout - loin brreet: nVY butte luo, Auburn, YHA VOUu"L, (1b3) VJU-L9uU w Project No. 066-06316 Cyt. Code 072470 Pour Date 9/11/2007 Report No. 91107-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier CYLINDER REPORT Miles Plant No. 201 Time Truck# Ticket # 7:40 65 192490 Slump % Air (In.) 4" Mix Temp. (F) 70 Site Mix Air Temp. (F) 68 Unit Wt. (pcf) Placement Area Location 3rd deck slab H.6-,1.6/14.8-16.4, curb L.3 -K/8.2 2nd deck M.3 -N/8.2-11.1, curb 1st deck L.7 -M.13/7.5-8.2 Sampled at 5 cyds Remarks Placed by tailgate and pump truck, mechanically consolidated by H/F vibration Please refer to Field Report No. 091107 Inspector B. Thompson n Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 547 F. Ash tbs. C. agg. lbs. 1 1720 1712 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1594 Water lbs. 296 224 Air Ent. (oz) Other(oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights Field Test Methods z ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 072470 9/18/2007 072470 10/9/2007 071278 10/9/2007 072470 072470 072470 072470 072470 Remarks Results Reviewed By� Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 56651 4,500 1 MT N/A 28 4x8 12.54 0.0 76170 6,070 1 TN N/A 28 4x8 12.54 0.0 80920 6,450 1 TN NIA H 4x8 1 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form mai ReMslon a Madre Date 5/17/0e The YWomr0bn provided on this report Is prepared for the exclusive use of the cf This repot they net he reproduced hr arty format %thole the *Witten prrrnea»n of the dart end Krazwr & Associ Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) r\i di a Nssoclatest inc. 'abut - lotn otreet Nvv butte 100, Auburn, VVA tltfUUL, (LW) tl3y-LODU Project No. 066-06316 Cyl. Code 072471 Pour Date 9/11/2007 Report No. 91107-2 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 78 192537 4" 78 80 Placement Area Location Grade beams C.3/2.5, D 2-5, D.7 -E/2-5 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1872 c. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1414 Water lbs. 279 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 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 072471 9/18/2007 7 4x8 12.58 0.0 48405 3,850 2 MT NIA 072471 1019/2007 28 4x8 12.54 0.0 72000 5,740 2 TN NIA 071278 10/9/2007 28 4x8 12.54 0.0 70340 5,610 2 TN N/A 072471 H 4x8 2 072471 072471 072471 072471 Remarks Results Reviewed By21114 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% Foim 03101 Revision 3 EffacOwt Das 5/1210, 711 Information provided art tide toped to p,upu,sd for the aft wfre us. of O1 dant. 11* repot miry not bo reproduced in any format arltleut On %%Man porrniratim of the alert and Krzan A Aseoci. raw nraxan at Associates, Inc. 1out - 9otn street mit buite 'IUb, Atiourn, WA utSUUL, VW) SJ S-L3UU Project No. 066-06316 Cyl. Code 072501 Pour Date 9/12/2007 Report No. 91207-1 Weather Overcast 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) (9 (pcf) 7:25 74 192561 5-1/2" 71 66 Placement Area Location Slab on grade at grid lines L.7 -M.13/8.2-9.3 Sampled at 5 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091207 inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1448 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 235 Air Ent. (oz) Other (oz) 21 21.2 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 072501 9(1912007 7 4x8 12.59 0.0 49484 3,930 1 MT N/A 072501 10/10/2007 28 4x8 12.58 0.0 70619 5,610 1 MT NIA 071278 10110/2007 28 4x8 12.58 0.0 74428 5,920 1 MT N/A 072501 H 4x8 1 072501 072501 072501 072501 Remarks Results Reviewed By /6-p Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Ferns 03101 Reiesion3 Effective Ode 3117.104 The information provided on this report is prepared for the ucdustve use of the dent. This report may rd be repredueed in any format *that the erihen pamYssion of the dim! and Krazan 8 Assort Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72936 Pour pate 10/18/2007 Report No. 101807-1 Weather Overcast 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 Slab/Deck Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:15 48 194629 7 65 50 Placement Area Location Roof pads at grid lines 14.5 -161E -G, 16.6 -17.2/E.7 -G.9 L.31-15-15.3 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 14 cy Reference DFR#100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 54B F. Ash lbs. C. agg. lbs.1 1720 1720 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1590 1586 Water lbs. 296 225 Alr Ent. (oz) MD 200(oz) MBN0534(oz) MB Poty(oz) 44 44 Glenlum(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 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 72936-1 10/25/2007 7 4x8 12.57 49329 3,920 1 SW 72936-2 11/15/2007 28 4x8 72936-3 11115/2007 28 4x8 72936-4 H 4x8 72936-5 72936-6 72936-7 72936-7 Remarks Results Reviewed By ,re(:, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 1 1 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Date 5112/04 The rlartaban provided on Iters report rs prepared for the ecdusine use of the client. This report may not he reproduced in any townie without the written pem4Asion of the client and Krazan & Associates. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 72966 Pour Date 10/19/2007 Report No. 101907-1 Weather Overcast Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Slab/Deck Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 9:52 75 194679 6 65 52 Placement Area Location Third deck slab K -N/19-25 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. fbs. 550 554 F. Ash lbs. C. agg. lbs. 1 1720 1728 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1590 Water lbs. 296 223 Air Ent. (oz) MD 200(oz) MBN0534(oz) MB Poly(oz) 44 44 Glenium(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 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 72966-1 10/26/2007 7 4x8 12.58 54901 4,360 1 MT 72966-2 11116/2007 28 4x8 1 72966-3 11/16/2007 28 4x8 1 72966-4 H 4x8 1 72966-5 72966-6 72966-7 72966-7 Remarks Results Reviewed By ' S . 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 +I- 8% Fpm 03101 Revneem 3 Effective Rate S/12/04 The n drum dt premed or nee mem • prepared fist the exduenle nee of the client- This report may net be reproduce ,n any formal wYhour the written permission of the neenf sed Krazan 8 associates Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72965 Pour Date 10/19/2007 Report No. 101907-2 Weather Overcast Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Slab/Deck Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:25 48 123770 6 65 54 Placement Area Location Third deck slab K -N/19-25 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 551 F. Ash lbs. C. agg. lbs. 1 1720 1728 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1581 Water lbs. 296 236 Air Ent (oz) MD 200(oz) MB NO534(oz) MB Poly(oz) 44 44 Glenium(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 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 72965-1 10/26/2007 7 4x8 12.58 51532 4,100 2 MT 72965-2 11/16/2007 28 4x8 2 72965-3 11/16/2007 28 4x8 2 72965-4 H 4x8 2 72965-5 72965-6 72965-7 72965-7 Remarks Results Reviewed By /rj Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Reyeuen S Effective DMe 5r17VO1 The i,fo.mMgn provided on this report 4 prepared for me eo olive use of the Client. Thee report may not be repraducee in any fomrat without Lee wino permission of the tkent and Krazan & Associates. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project Pilo. 066-06316 Cyl. Code 72964 Pour Date 10/19/2007 Report No. 101907-3 Weather Overcast Protect Westfield Mali 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 Slab/Deck Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pef) 11:25 48 123783 6 65 56 Placement Area Location Third deck slab K -N/19-25, first floor curbs and Firestone parking area canopioes last five of twelve Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. Ibs. 550 552 F. Ash Ibs. C. agg. Ibs. 1 1720 1784 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1590 1603 Water Ibs. 296 236 Air Ent. (oz) MD 200(oz) MBNp534(oz) MB Poly(oz) 0.5 33 44 44 Gienium(oz) 17 16.8 Water Added on Job Suis.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 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 72964-1 10/26/2007 7 4x8 12.58 52621 4,180 2 MT 72964-2 11/16/2007 28 4x8 2 72964-3 11/16/2007 28 4x8 2 72964-4 H 4x8 2 72964-5 72964-6 72964-7 72964-7 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% Fam 03101 german 3 Effective Oete 5112x04 The mlameeon paraded on Mao +epos n plopped ler the endow.. use of the client. This report may net be reproduced in env formal wrthoul lM written parrsswon of the diets and !frozen & Assooeles 47-.:4-71<raza (razari & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 31, 2007 KA No. 066-06316 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Laboratory Testing Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Burns, In accordance with your request and authorization, we have performed laboratory tests on the material sampled from the above referenced project site. The laboratory tests performed on the material were in accordance with the applicable ASTM test methods. The results of the laboratory tests are presented on the following pages. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHHIpm CC: Westfield Corporation, Inc., Attn: Milds Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite l01 • Puyallup, Washington 98371 • (253) 939-2500 • fax: (253) 939-2556 iH 1f, fah MIINNIIIIAnWitordattlanarE Eagan et Ina ouroaut at /1baV1.iciuss, IIN.. IJV 1 - 1:71.11 OLIVCL IIIVV ♦ UILC IUO, MULIU! 11, ■YM VOUVL, VW/ .lay-LULIu Project No. 066-06316 Cyl. Code 072440 Pour Date 9/7/2007 Report No. 90707-1 Weather Suny 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) 8:07 76 1921310 4" 70 70 Placement Area Location Back fils at grid lines 16/F-H,13.9/F-H,17.6/F-H. Grade beam and pile caps B1-3,B.7/2-3,C.3-2,C-C.3B.7-C.3 Sampled at 5 cyds Remarks Placed by tailgate and pump truck. Mechanically consolidate by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cem.lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 x 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 072440 9/14/2007 7 4x8 12.62 0.0 49284 3,905 1 MT N/A 072440 10/512007 28 4x8 12.57 0.0 69573 5,530 1 SW NIA 071278 10/5/2007 28 4x8 12.57 0.0 67733 5,390 1 SW N/A 072440 H 4x8 1 072440 072440 072440 072440 Remarks Results Reviewed By /WDate Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 Revision 3 F.Oedlve Data 5/12/O1 The idarrnrrrtierr proceed on this resort is pied for the seclusive use of the client. This report may not be reproduced in any format without the mean permission of Oie cheat end Krazan a Maoob r\razan & Associates, tnc. 1SU7 - -Stn btreet NW Suite lull, Auburn, WA WjUUZ, (2O3) 939-"LbUU Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072441 Pour Date Jurisdiction City of Tukwila 9/7/2007 Report No. 90707-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier CYLINDER REPORT Miles Plant No. 203 Time Truck# Ticket # 9:20 136 122650 Slump % Air (in.) 6" Mix Temp. (F) 74 Site Mix Air Temp. (F) 70 Unit Wt. (Pc) Placement Area Location Second deck grid lines L.9 -N, L -N/7-8 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson Reported Batch Data Mix No. Com. lbs. F. Ash lbs. Design Weights 15MD02 610 Actual Weights 608 C. agg. ibs.1 1123 1128 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1429 Water lbs. 260 243 Air Ent. (oz) Other(oz) 5 5 Other (az) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM 01064 ASTM C173 ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyf. Test Code Date 072441 9/14/2007 072441 10/5/2007 071278 10/5/2007 072441 072441 072441 072441 072441 Remarks Results Reviewed By iie$ Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.62 0.0 28 4x8 12.57 0.0 28 4x8 12.57 0.0 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 40871 63528 65598 Comp. Str. (psi) 3,240 5.050 5,220 Date Reviewed Date Specimens Rec'd. Set # 2 2 2 2 Tested By MT SW SW Break Type NIA N/A NIA Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Benetton 3 Effective Oats 6/t2 O' The kfnrmetbn provided on this report is prspsred ror Un saclotse use of the client. 71ds report may not be reproduced in any format sorted the vetten prrnisson of the client and Krason & Ascom hidzan es Associates, inc. 10U'1 - Street NYY butte TUU, Auburn, YVA yidUUL, (Lbs) `JJ -LSUU Project No. 066-06316 Cyl. Code 072470 Pour Date 9/11/2007 Report No. 91107-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 7:40 65 192490 4" 70 68 Placement Area Location 3rd deck slab H.6 -J.6/14.8-16.4, curb L.3 -K/8.2 2nd deck M.3 -N/8.2-11.1, curb -1st deck L.7 -M.13/7.5-8.2 Sampled at 5 cyds Remarks Placed by tailgate and pump truck, mechanically consolidated by H/F vibration Please refer to Field Report No. 091107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 547 F. Ash lbs. C. agg. lbs. 1 1720 1712 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1594 Water lbs. 296 224 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods z 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 072470 9/18/2007 7 4x8 12.58 0.0 56651 4,500 1 MT N/A 072470 10/9/2007 28 4x8 12.54 0.0 76170 6,070 1 TN NIA 071278 10/9/2007 28 4x8 12.54 0.0 80920 6,450 1 TN N/A 072470 H 4x8 1 072470 072470 072470 072470 Remarks Results Reviewed By ic'E.4 Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +r- 8% Form 03101 R.Mrton 3 Electra D. 511V0. The kion on provW.d an the report is prepared for Ma exclusive use of the tient. This report may not be reproduced in any format without the written permission a1 the diad and Krazan a Assad nt dLdn et Associates, inc. l Dtn btreet NVY butte 1 UD, AUDurf, VVA abUUL, (IDS) 3 -1DUU Project No. 066-06316 Cyl. Code 072471 Pour Date 9/11/2007 Report No. 91107-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:45 78 192537 4" 78 80 Placement Area Location Grade beams C.3/2.5, D 2-5, D.7 -E/2-5 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by I -IIF vibrator Please refer to Field Report No. 091107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cm. lbs. 564 562 F. Ash lbs. C. agg. ibs.1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1414 Water lbs. 279 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 48405 3,850 2 MT N/A 28 4x8 12.54 0.0 72000 5,740 2 TN N/A 28 4x8 12.54 0.0 70340 5,610 2 TN N/A H 4x8 072471 9/18/2007 072471 10/9/2007 071278 10/9/2007 072471 072471 072471 072471 072471 Remarks Results Reviewed By Codes for Break Types: Date Reviewed 2 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 t1- 8% Form 03101 Revhabn 3 Meths O. d117/M The Information provided on Elia reprnl is prepared for the endueWe one of Er client Thin report may not be reproduced In any formai without the written pemlisann of the tient and Krazan 8 Aiwa nrazan et Associates, Inc. lout - loth btreet NW butte lUb, Muourn, WA !ltfuUZ, (153) list'-ZbUU Project No. 066-06316 Cyt. Code 072501 Pour Date 9112/2007 Report No. 91207-1 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:25 74 192561 5-112" 71 66 Placement Area Location Slab on grade at grid lines L.7 -M.13/8.2-9.3 Sampled at 5 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091207 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1448 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 235 Air Ent. (oz) Other (oz) 21 21.2 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 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 072501 9/19/2007 7 4x8 12.59 0.0 49484 3,930 1 MT N/A 072501 10/10/2007 28 4x8 12.58 0.0 70619 5,610 1 MT N/A 071278 10/10/2007 28 4x8 12.58 0.0 74428 5,920 1 MT N/A 072501 H 4x8 1 072501 072501 072501 072501 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Ferro 03101 Ree(tlm 3 effete. Dale 511.2104 The In mrbn °melded on this report Y prepared for the mohair* use of the client. This report may not 110 reproduced in any formal without the written permission of the client and Kraan 8 Assoc Krazan & Associates, Inc. 15U1 - 15th Street NW Suite 706, Auburn, WA 98002, (253) 939-25UU Project No. 066-06316 Cyl. Code 072502 Pour Date Weather Partly Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 9/12/2007 Report No. 91207-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:45 78 Ticket # 122761 CYLINDER REPORT Plant No. 203 Slump % Air (In.) 4" Site Mix Mix Air Temp. (F) 71 Temp. (F) 74 Unit Wt. (pcf) Placement Area Location Misc. footings aloing grid N/5-12 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091207 Inspector B. Thompson 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 (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 560 1860 1420 259 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 072502 9/19/2007 072502 10/10/2007 071278 10/10/2007 072502 072502 072502 072502 072502 Remarks Results Reviewed By KO Codes for Break Types: Field Cure Design Strength 4,000 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.59 0.0 45932 3,650 2 MT NIA 28 4x8 12.58 0.0 58826 4,680 2 MT N/A 28 4x8 12.58 0.0 63556 5,050 2 MT N/A H 4x8 2 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Foran 03101 R.vhio l 3 Effective Date 5112/0 The infonnekin provided on this sport is prepared tar the exclusive use of the dent. This report may not be reproduced in any format rathou4 the mitten permission of this dant and Kazan & 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) Test Results X Conforming Non -Conforming a nrazan d Associates, inc. IOU 1 - IOLn *greet NYY Duite IUD, Auburn, YVM !lifUUL, VW) U SV-L3UU Project No. 066-06316 Cyl. Code 072492 Pour Date 9/13/2007 Report No. 91307-1 Weather Foggy 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 7:15 78 122236 6" 70 65 Placement Area Location Mess deck, grid lines C -K/16.8-17.4 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. C. agg. lbs.1 1123 1114 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1443 Water lbs. 260 243 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 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 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072492 9120(2007 7 4x8 12.58 0.0 44321 3,520 1 MT N/A 072492 10(1112007 28 4x8 12.55 0.0 60100 4,790 1 TN N/A 071278 10/11/2007 28 4x8 12.54 0.0 55760 4,450 1 TN N/A 072492 H 4x8 1 072492 072492 072492 072492 Remarks Results Reviewed By 1(4, Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Reecho 3 Effective Date 5112/0' The trdrematbn provided on this report le prepared for the exclusive w. of the client. This report my not be reproduced in ary format xilwri the written permMsion of the cierd and Krazan E Aasoca Igrazan del Associates, trio. 1DU't - 7Din btreet NYY butte 1Ut1, Auourn, YYA vouu , tcasj a3`,!-zouu Project No. 066-06316 CyI. Code 072493 Pour Date 9/13/2007 Report No. 91307-2 Weather Foggy 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) 10:15 136 192674 4" 70 65 Placement Area Location 3rd deck slab, grid lines L -L.5/12-13 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson essaseventiorriniorri Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 563 F. Ash lbs. C. agg. lbs. 1 1720 1705 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 296 221 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 01064 ASTM Cl 73 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 072493 9/20/2007 7 4x8 12.58 0.0 63404 5,040 2 MT NIA 072493 10/1112007 28 4x8 12.54 0.0 75480 6,020 2 TN N/A 071278 10/11/2007 28 4x8 12.54 0.0 80570 6,430 2 TN N/A 072493 H 4x8 2 072493 072493 072493 072493 Remarks Results Reviewed By Kg, 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) Ran 03101 Revision 3 Effective Dee 41171'6. The infomd6on provided on thY report Is prepared for the exclusive Lino of the client. This report ropy nod be reproduced in envy fennel **hoot the widen pemusson al Re client and krazan 4 Aseocs nrazan & Associates, inc. - street Nvv buiie sun, Auburn, vwA l ODUL, ILOJ) list' LDUu Project No. 066-06316 Cyl. Code 072494 Pour Date 9/13/2007 Report No. 91307-3 Weather Foggy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:15 76 122784 4" 70 70 Placement Area Location Grade beams 1.8 -41E -J.8 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1424 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 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 072494 9/20/2007 072494 10111/2007 071278 10/11/2007 072494 072494 072494 072494 072494 Remarks Results Reviewed By fr'E� Design Strength 4,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.58 0.0 49172 3,910 3 MT NIA 28 4x8 12.54 0.0 74130 5,910 3 TN N/A 28 4x8 12.54 0.0 74560 5,950 3 TN N/A H 4x8 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 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 03101 Readlion 3 Effective Oats 3/17NO' rip information provided an this taped is prepared tar n» .•drone use or the alert. This report may not be reproduced in Any formal ,wno*R the vnitten permission of the client and Krezan 8 Assort 'LOOM, 21 n� 444211 a tuibvcIates, inc. iau 1 - low ocreet rrvv aune Ivo, Nuourn, YV#t ttOUTA, VW) bsb-cavo Project No. 066-06316 Cyl. Code 072672 Pour Date 9/27/2007 Report No. 92707-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westheld Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:10 0:00 122496 6" 60 57 Placement Area Location Mezz deck east side, north, south, and middle handicap ramps. Sampled at 5 cyds. Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 092707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Com. lbs. 610 612 F. Ash lbs. C. agg. Ibs.1 1123 1114 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1423 Water lbs. 260 241 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 3,500 @ 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 072672 10/4/2007 7 4x8 12.55 0.0 35008 2,790 1 TN NIA 072672 10/25/2007 28 4x8 1 071278 10/2512007 28 4x8 1 072672 H 4x8 1 072672 072672 072672 072672 Remarks Results Reviewed By r, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foran ai1Oi R.Meton 3 Eumv. Data Vara Tlum inhumation provided on his import a papered for m. exclusive u • of the client, nee rowel may not I" r.proauead in my formal Without the when pend.einn of the dlent and Krazsr a AeeorL r es eu.un M P'wOVxiltel04, a w. t.ru a - 1J111 OUCtlL trim oulle tuo, muourn, VVA Mt1UUL, (Las) `J.:7-Lauu Project No. 066-06316 CyI. Code 072529 Pour Date 9/14/2007 Report No. 91407-2 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:15 324 122827 511 70 70 Placement Area Location 3rd deck slab, grid lines G -L/12-18, second deck curb M.3 -N/15.6-17.6 Sampled at 95 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cem.lbs. 550 574 F. Ash lbs. C. agg. lbs. 1 1720 1730 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1591 Water lbs. 296 240 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 0231 Laboratory Data Design Strength 4,000 @ 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 072529 9/21/2007 7 4x8 12.58 0.0 56385 4,480 2 MT N/A 072529 10/12/2007 28 4x8 12.61 0.0 79999 6,340 2 MT NIA 071278 10/12/2007 28 4x8 12.61 0.0 80721 6,400 2 MT N/A 072529 H 4x8 2 072529 072529 072529 072529 Remarks Results Reviewed By X' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 2 E11ecitve Drs 511210' The Mformetion txovded on Ns remit is pmcored for 0w exclusive use of the client. This retort may not be reproduced in any Sonnet without Ow rotten pemwsion of the tient and Krum 6 Aima eel Wiwi( rl NI Aa01.I6r11:1 LOC , IJV 1 - 1:1u, of 1 ism rem ovum Ivo, Auourn, VYM tfi*UUL, tL041 tf.»J-13UU Project No. 066-06316 Cyl. Code 072530 Pour Date 9/14/2007 Report No. 91407-1 Weather Overcast 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) 7:45 324 192719 5" 70 70 Placement Area Location 3rd deck slab, grid lines G -L/12-18 Sampled at 30 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091407 inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 581 F. Ash lbs. C. agg. lbs. 1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1589 Water lbs. 296 223 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072530 9/21/2007 7 4x8 12.58 0.0 55930 4,450 1 MT N/A 072530 10/12/2007 28 4x8 12.61 0.0 77600 6,150 1 MT N/A 071278 10/12/2007 28 4x8 12.61 0.0 79242 6,280 1 MT N/A 072530 H 4x8 1 072530 072530 072530 072530 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 Reetelon 3 ElM1diq Mite 5012/0. mi i deemation provided en this report is prepared for the exclusive MO of the diem. Thr report may not be reproduead in any formet without the n4ten permission of the client end Kralao 0 Assad . ...er.a...w rw.avts.sasoa, su/.. sou r -tow outset nvv .lune tub, Auburn, WA 91UUU1, (253) 939-2500 Project No. 066-06316 Weather Overcast Cyl. Code 072528 Pour Date 9/14/2007 Report No. 91407-3 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:30 21 Ticket # 122849 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 4" 70 72 Unit Wt. (pcf) Placement Area Location Pile cap at grid line J.8/4 Sampled at 3 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibration Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash Ibs. 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(ea) Water Added on Job (gals.) Actual Weights 562 1856 1437 256 0 Field Test Methods ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 072528 9/2112007 072528 10/12/2007 072278 10/12/2007 072528 072528 072528 072528 072528 Remarks Results Reviewed By i(''p Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Max. Age Dim. Area C.F. Load 7 4x8 12.58 0.0 50611 28 4x8 12.61 0.0 72596 28 4x8 12.61 0.0 76441 H 4x8 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1_ 8% Comp. Str. (psi) 4,020 5,760 6,060 Date Reviewed Date Specimens Recd. Tested Break Set # By Type 3 MT N/A 3 MT N/A 3 MT N/A 3 3: Cone & Shear 4: Shear Form 0,101 Revision Effective Date 1112.V The information provided en this !.port k prepared for IM "wimpy. use of the dirt. Thie report may nee be reproduced in any formal without Ire written pemesion of the dist and Wean & Asad. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) r„a acat t a MaovnalauSa, II ia.r a au I - I Mil Jill e t n+r* auuv Ivo, MuuUI II, TV" VOW/L, Iwo/ aaa-tauu Project No. 066-06316 Cyl. Code 72539 Pour Date 9/17/2007 Report No. 91707-1 Weather Overcast 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 Other X Grout Supplier Miles Plant No 687 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 AM 652 127687 4" 70 72 Placement Area Location Grout columns bases at grid lines A -D/18-25 Remarks Placed by tailgated, Mechanically consolidated by H/F vibration sampled at 2 cy Please refer to Field Report No. 091407bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 3954N Cern. lbs. 940 936 F. Ash lbs. C. agg. lbs. 'I C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2690 2699 Water lbs. 357 226 Air Ent. (oz) ADVA N (oz) 34 33.75 100XR (oz) 28 28 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 ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72539 09/24/07 7 2x2 72539-2 10/15(07 28 2x2 3.91 0.0 17317 4,430 1 MT N/A 72539-3 10/15/07 28 2x2 3.95 0.0 15702 4,380 1 MT NIA Design Strength 4,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break 72539-4 72539-5 72539-6 72539-7 72539-7 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 Rename Etlenlw Ovid 5!17104 Tire wlomylron provided on this report s meoared for IM socuaw use .4 the client Thu revert may net be reproduced u+ any format walnut the carman Qermraann al the cheru and Krazan 3 a{e00 100 l.dv • - law oueet rive Mille lUb, Auourn, WA 95002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072600 Pour Date 9/18/2007 Report No. 91807-1 Weather Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mail 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) (pot) 8:10 STNO 192895 5" 65 65 Placement Area Location Backfills around columns A -D/18-25 Sampld @ 5 cyds Remarks Placed by tailgated mechanically consolidated by H/F vibrator Please refer to Field Report No. 091807 inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1466 1468 C. agg. lbs. 2 485 496 C. agg. lbs. 3 Sand lbs. 1333 1330 Water lbs. 255 233 Air Ent. (oz) Other (oz) 21 20.8 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 072600 9/25/2007 7 4x8 12.57 0.0 59201 4,710 1 SW N/A 072600 1011612007 28 4x8 12.56 0.0 73252 5,830 1 MT NIA 072600 1011612007 28 4x8 12.56 0.0 75901 6,040 1 MT N/A 072600 H 4x8 1 072600 072600 072600 072600 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 ►N.riar,s Ellecilw Gets 5012!0s The inbrrnatlon provided on this report Is prepared br the exclusive use of the client- This report miry not be reproduced nam! format wAMut She *Alen perntiss.o„of the cbe„t and Krazan & Abaci. ••••• . - •••••.•• vu oval. refry nuRa 1 vu, r41.11/urn, YYA VODUL, (L,3) 3t!-L3UU Project No. 066-06316 Cyl. Code 072601 Pour Date 9/20/2007 Report No. 92007-1 Weather Fog 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 Canasta X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 10:20 122955 6" 62 58 Placement Area Location Second deck grid lines 13 -25/A -E Sampled @ 160 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Actuat Weights Weights Mix No. 1 5MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. Ibs.1 1123 1132 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 248 Air Ent. (oz) Other (oz) 5 5 Other (oz) 36 36 Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072601 9/27/2007 7 4x8 12.57 0.0 43220 3,440 1 SW N/A 072601 10/18/2007 28 4x8 12.65 0.0 55913 4,420 1 MT N/A 072601 10/18/2007 28 4x8 12.65 0.0 59249 4,680 1 MT N/A 072601 H 4x8 1 072601 072601 072601 072601 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 =lot Roviien3 EfredHe Dale 5l17/0, The MAaa+.tlon Provided milks report k Piep•sd for the seclusive use of the cYa t. This smolt miry not » repro:Word a env tonneau lout tsrs written permksan of the otieri and fcnzan & Maori ... • -r • e.t.a vv.a rr.J, ■•S e• tau a - tarn Ot[reet rIvv Suite 'tub, Auburn, WA 91WWfl2, (253) 939-2500 Project No. 066-06316 Cyl. Code 072602 Pour Date 9/20/2007 Report No. 92007-2 Weather Fog Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. JurisdictionCity of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Fieid Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (9 (9 (pcf) 8:45 324 122936 6'F 62 57 Placement Area Location Second deck grid lines 13 -25/A -E Sampled @ 80 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 inspector B. Thompson csrueu®ra1.e Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cem. tbs. 610 616 F. Ash lbs. C. agg. lbs. 1 1123 1131 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 239 Air Ent. (oz) Other (oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM 031 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072602 9/27/2007 7 4x8 12.57 0.0 39970 3,180 2 SW N/A 072602 10/18/2007 28 4x8 12.65 56782 4,490 2 MT NIA 072602 10/18/2007 28 4x8 12.65 54494 4,310 2 MT N/A 072602 H 4x8 2 072602 072602 072602 072602 Remarks Results Reviewed By et; Date Reviewed Laboratory Test Methods X ASTM 039 ASTM C109 ASTM 0617 X ASTM 01231 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% Fan awn Revision 3 Effective Ole 5f1210u The hAormrfon provided on the report le prepared for the exclusive uee of the Wt. This report May not be reproduced in any Format without the written permission of are cant and Krazan 8 Aaseck I JV I - t :3113 ou aest env Dune l ub, AUDUrn, WA 98UUZ, (Z53) 838-ZSUU Project No. 066-06316 Weather Fog Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072603 Pour Date 9/20/2007 Report No. 92007-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:20 122955 6" 62 58 Placement Area Location Second deck grid lines 13 -251A -E Sampled @ 160 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cem.lbs. 610 610 F. Ash Ibs. C. egg. lbs. t 1123 1132 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 248 Air Ent. (oz) Other (oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 39140 3,110 3 SW N/A 28 4x8 12.65 0.0 54926 4,340 3 MT N/A 28 4x8 12.65 0.0 53184 4,200 3 MT N/A H 4x8 3 072603 9/27/2007 072603 10/18/2007 071278 10/18/2007 072603 072603 072603 072603 072603 Remarks Results Reviewed By ,fl' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fonr 03101 Revision 3 Effected Bate 3117Kr The inlnm,t1en provided on the report is papered For the weans use of the dnu. The report may not be reproduced in any formal *About the Often pem amen of the diem and Krazso d Aseoci 5.01./ •NUI aunnt PM auius lVu, muourn, 1rv#N VODUL, (4D4) ili'J-LSUU Project No. 066-06316 Weather Fog Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072604 Pour Date Jurisdiction City of Tukwila 9/20/2007 Report No. 92007-4 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 13:15 136 122980 CYLINDER REPORT Plant No. 203 Slump % Air (in.) 4" Mix Temp. (F) 64 Site Mix Air Temp. (F) 68 Unit WL (pci) Placement Area Location Grade beam, grid lines K.3 -M.11 Sampled @ 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. ibs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 265 Air Ent (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Actual Weights Field Test Methods x ASTM 0143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Date 072604 9/2712007 072604 10/18/2007 071278 10/18/2007 072604 072604 072604 072604 072604 Remarks Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Max. Area C.F. Load 12.57 12.65 12.65 0.0 0.0 0.0 56370 71533 74704 Comp. Str. (psi) 4,480 5,650 5,910 Date Reviewed Date Specimens Rec'd. Tested Break Set # By Type 4 4 4 4 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% SW MT MT Form 03101 ReNWn 3 Effective Date 5/7210. The infomntlon prmidect en this report is snowed for the eicusive LAO of the dant. This report may not be reproduced in any format vitho0 the mitten permission of the dent and Krazan & Prion N/A N/A NIA Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) -- . _- • ...... 14v i - i:.>ut ouuet rum auris tub, Auburn, WA 9t3UU2, (253) 939-2500 Project No. 066-06316 Weather Cloudy Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 72584 Pour Date 9/21/2007 Report No. 92107-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:35 69 123026 6 66 64 Placement Area Location Mezz deck grid lines 16.4-17/DD.2, H.4 -H.5 Remarks Placed by pump truck mechanically consolidated by H -F vib. Sampled at 5 cy Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 611 F. Ash lbs. C. agg. lbs. 1 1123 1129 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1445 Water lbs. 260 243 Alr Ent. (oz) MBAE90 (oz) 5 5 MB Poly (oz) 36 36 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 ASTM C172 OTHER ASTM C231 Laboratory Data Gyl. Test Code Date 72584-1 9/28/07 72584-2 10/19107 72584-3 10/19/07 72584-4 72584-5 72584-6 72584-7 72584-7 Remarks Results Reviewed By Kg. Codes for Break Types: Design Strength 3,000 © 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 47030 3,750 2 TW N/A 28 4x8 12.56 63120 5,030 2 MT N/A 28 4x8 12.56 64277 5,120 2 MT NIA H Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Finn 00101 Revision 3 Melee Date yIZ/oa The Promotion pc.Wed on Ns report IS prepared for the. exclusive mo of Ore client. This sport rn01 nut be reproduced n any format withwd the written pernrise,on of the dent and Krazan & Aosoc Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mist 65° Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072635 Pour Date 9/25/2007 Report No. 92507-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction -Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket Si % Air (in.) (F) (F) (pcf) 8:25 78 193320 5" 65 57 Placement Area Location 3" deck 19.2 -20/C -E grid lines Sampled at 5 cyds Remarks Placed by pump truck, mecahnically consolidated by H/F vibra screed Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 550 F. Ash lbs. C. agg. lbs. 1 1720 1705 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1590 Water lbs. 296 231 Air Ent. (oz) Other (oz) 44 43.6 Other (oz) 17 1637 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 072635 10/2/2007 7 4x8 12.80 0.0 53715 4,260 1 MT N/A 072635 10/23/2007 28 4x8 12.64 72824 5,760 1 SW 071278 10/23/2007 28 4x8 12.64 72801 5,760 1 SW 072635 H 4x8 1 072635 072635 072635 072635 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 Ramona, effa1M DMa 5/12104 TM information provided or this mood o prepared for the exclusive use of the client. This ,opo4 may not fa, mandated M sly formal wihoul the written pemnission of the dem and Krazan {. Asseciates Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Rain Cyl. Code 072644 Pour Date 9/25/2007 Report No. 92507-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Supplier Glacier Other CYLINDER REPORT Plant No. 291 Time Truck# Ticket # % Air 10:40 191 Slump (in.) 9,1 Mix Temp. (F) 65 Site Mix Air Temp. (F) 57 Unit wt (pcf) Placement Area Location Grout columns bases at grid lines 15 -17/M -K Sampled at 2 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibrtator Please refer to Field Report No. 092507 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 3954N Cern. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2690 2682 Water lbs. 357 226 Air Ent. (oz) Other (oz) 34 Other (oz) 28 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 940 34.2 29 6 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 072644 10/2/2007 072644 10/23/2007 071278 10/23/2007 072644 072644 072644 072644 072644 Remarks Results Reviewed By Codes for Break Types: Field Cure Design Strength 4,000 © 28 days Date Specimens Rec'd. Max. Age Dim. Area C.F. Load 7 2x2 4.12 0.0 9251 28 2x2 4.14 28318 28 2x2 4.11 31431 H 2x2 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Comp. Str. (psi) 2,974 6,840 7,650 Date Reviewed Set 2 2 2 2 Tested Break By Type MT N/A SW SW Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 431°1 R.+dflwt 3 Elided. Dale 5f1V 4 The be/melon eferklefl on this MINI ° prepared 10(111. .eeJtwd. life of Lite client. Thee osp0.1 otey del be reproduced n any fennel wined( the wnllen ponlassion Of Me pent and Krazan d Associates. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072652 Pour Date 9/26/2007 Report No. 92607-3 Weather Overcast 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) 9:30 751 123127 5" 62 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by HIF vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1455 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1339 Water lbs. 255 260 Air Ent. (oz) Other (oz) 21 21 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 072652 10/3/2007 7 4x8 12.56 0.0 60380 4,810 3 TN N/A 072652 10124)2007 28 4x8 12.59 76348 6,060 3 MT 071278 10/24/2007 28 4x8 12.59 72398 5,250 3 MT 072652 H 4x8 3 072652 072652 072652 072652 Remarks Results Reviewed By K6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 01101 Revision. 1 Effective Date 1012104 The inhumation pee.nded en the repos a erep red for the e,claaive use of the 013010. This repon may not be reproduced n any tonal without the written permission o1 the client and Krazan 6 Aosacales, Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072653 Pour Date 9/26/2007 Report No. 92607-2 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (In.) (F) (F) (pcf) 8:10 735 193396 5" 62 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No., 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. Ibs. 1 1455 1468 C. agg. lbs. 2 485 496 C. agg. Ibs. 3 Sand Ibs. 1333 1330 Water lbs. 255 233 Air Ent (oz) Other (oz) 21 20.6 Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Recd. Cyl. Test Field Max, Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 072653 10/3/2007 7 4x8 12.56 0.0 58430 4,650 2 TN N/A 072653 10/2412007 28 4x8 12.59 81794 6,500 2 MT 071278 10/24/2007 28 4x8 12.59 84186 6,690 2 MT 072653 H 4x8 2 072653 072653 072653 072653 Remarks Results Reviewed By jyU Date Reviewed Laboratory ' Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0]101 Rawwon 3 Effectree Dee 502104 the.11hrrnetian provided on this report 8 prepared for the exclusive vse o1 the C11ern TMs report may 11111 Ce reproduced in any format without the written permission dale Chen and Krezen 8 Assacrates Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072654 Pour Date 9/26/2007 Report No. 92607-1 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:20 324 193381 5" 60 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by HIF vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 517 F. Ash lbs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 503 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 255 233 Air Ent. (oz) Other (oz) 21 20.6 Other (oz) Other toz) Other(az) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072654 10/3/2007 7 4x8 12.56 0.0 55110 4,390 1 TN N/A 072654 10/24/2007 28 4x8 12.59 72534 5,760 1 MT 071278 10/24/2007 28 4x8 12.59 74343 5,900 1 MT 072654 H 4x8 1 072654 072654 072654 072654 Remarks Results Reviewed By /1-6 ' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% For, WWI Revision 3 Elective Date 5112104 The information prowled Oa eel repent s prepared for the exelestve use of the client. This report may not be reproduced in any format without the written perussion of the diem and Krazan 8 Assoc,ates Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 072651 Pour Date 9/26/2007 Report No. 92607-4 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:30 7:35 123142 5" 63 64 Placement Area Location Slab on grade, grid lines 1 -51A -J and grade beam GB1 at grid line 4 -5/K -N.4 Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 516 F. Ash Ibs. C. agg. Ibs. 1 1455 1452 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand Ibs. 1333 1332 Water Ibs. 255 259 Air Ent. (oz) Other (ox) 21 20.8 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 072651 10/3/2007 7 4x8 12.56 0.0 55270 4,400 4 TN N/A 072651 10/24/2007 28 4x8 12.59 78799 6,260 4 MT 071278 10/24/2007 28 4x8 12.59 78532 6,240 4 MT 072651 H 4x8 4 072651 072651 072651 072651 Remarks Results Reviewed By /T16 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 Rawson 3 Effective Dre 543104 The Infolrlrllort pNW1ed on Ns ri c 1 is prepared teethe exclusive use of the client This rectal May not he reprdduced In any format without the written permission a the client and Kievan 8 Assoueies r.razan as Associates, inc. tbvl loth street ran 3ulte nip, AUDUrn, VVA Vouuz, tzDsj ysu-Lbvv Project No. 066-06316 Weather Overcast Cyl. Code 72673 Pour Date 9/27/2007 Report No. 92707-2 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Wesffield Corp., Inc. Engineer ANF & Assoc. Architect Westfeld Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 9:02 48 193509 CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (In.) (F) (F) (pcf) 5 62 58 Placement Area Location Back 61l column's grid lines 20-25/E.11.5 Remarks Placed by pump truck mechanically consolidated by H -F vib. Sampled at 25 cy Reference DFR# 092707 Inspector Ben Thompson Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash Ibs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 255 Air Ent. (oz) MB 200 (oz) 21 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 487 1464 504 1326 233 20.8 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Test Code Date 72673-1 10/4/07 72673-2 10/25/07 72673-3 10/25/07 72673-4 72673-5 72673-6 72673-7 72673-7 Remarks Results Reviewed By If -ea Field Cure Age 7 28 28 1-1 Design Strength 3,000 © 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.55 51839 4,130 2 TW N/A 4x8 2 4x8 2 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fern 03101 Revision 3 Effective Baia 5117104 The Ydorrmellon provided on this report is prepared fort the exclusive use of the dent This report may not be reproduced In My formed xttwt0 the written permission of the client and Mrazan & Assort Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072672 Pour Date 9/27/2007 Report No. 92707-1 Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:10 0:00 122496 6" 60 57 Placement Area Location Mezz deck east side, north, south, and middle handicap ramps. Sampled at 5 cyds. Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 092707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cem.lbs. 610 612 F. Ash lbs. C. agg. lbs. 1 1123 1114 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1423 Water lbs. 260 241 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 Other (oz) Otherloz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 28 days Date Specimens Recrd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072672 10/4/2007 7 4x8 12.55 0.0 35008 2,790 1 TN N/A 072672 10/25/2007 28 4x8 12.57 46502 3,700 1 SW 071278 10/25/2007 28 4x8 12.57 51222 4,070 1 SW 072672 H 4x8 1 072672 072672 072672 072672 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 +/- 8% Fpm 03101 Revision 3 Etteerire Date 5/12104 The rxom,efwn prom1e0 oe 7hh repo,/ w prepared for the • lusive use of the spent. This report may not be repoduced in any formal without 1he written permission of the client and Waxen & Associates. ! IdL"dn a MSSuclateb, 1111:. IOU' - IDUI 011.1tnit I11YY multi Ivo, MUIJUIII, VIM SOVUL, thJ.)) VOV-ADUU Project No. 066-06316 Cyl. Code 72707 Pour Date 9/28/2007 Itent weather Overcast Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Report No. 92807-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:15 136 122980 4 64 68 Placement Area Location Grade Beam gridlines 2.5 -3/K -M.13 Remarks Placed by pump truck mechanically consolidated by H -F vib. Sampled at 5 cy Reference DFR# 092807 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 1600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1429 Water lbs. 279 266 Air Ent. (oz) MB 200 (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 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72707-1 10/5/07 7 4x8 12.57 44972 3,580 1 SW N/A 72707-2 10/26/07 28 4x8 1 72707-3 10/26/07 28 4x8 1 72707-4 H 72707-5 72707-6 72707-7 72707-7 Remarks Results Reviewed By A/14 Date Reviewed 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 0-39 +1- B% Form 03101 Revision 3 Effective Date 5!17!0• 71.e info,1nl ,n pounded on this 'oral is papered toe the exclusive use of the clienthe repot may not be reproduced o shy format without the widen penniceun of tie orient end i(razan & Aewdc Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-25ttu Project No. 066-06316 Weather Overcast Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 72703 Pour Date 10/1/2007 Report No. 100107-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:00 23 193696 4 66 50 Placement Area Location 3rd deck slab 16 -19/A -D Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100107 inspector Ben Thompson k Reported Batch Data Design Actual Weights Weights Mix No. 0700G3 Cern. lbs. 550 546 F. Ash lbs. C. agg. lbs.1 1720 1709 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1602 Water lbs. 296 224 Air Ent. (oz) MB Poly (oz) 44 44 Gienium (oz) 17 16.7 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 ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72703-1 10/8/2007 7 4x8 12.53 55260 4,410 1 72703-2 10/29/2007 28 4x8 1 72703-3 10/29/2007 28 4x8 1 72703-4 H 4x8 1 72703-5 72703-6 72703-7 72703-7 Remarks Results Reviewed By jilk Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C817 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 Effedlvs Dale C,3e4 The Moneetlon provided on this report is prepared for the exclusive use of the client. Thi report may riot be reproduced in any format vd t out Ihe wneten pernthavon el the diem and Krezan & Assad: Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 72704 Pour Date Weather Overcast Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. 10/1/2007 Report No. 100107-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction 'Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 8:50 135 123254 CYLINDER REPORT Plant No. 203 Slump % Air (in.) 4 Mix Temp. (F) 62 Site Mix Air Temp. (F) 50 Unit Wt. (pcf) Placement Area Location 3rd deck slab 16 -19/A -D Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 90cy Reference DFR# 100107 inspector Ben Thompson Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 F. Ash lbs. C. agg. lbs. 1 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 Water lbs. 296 Air Ent. (oz) MB Poly (oz) Glenlum (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 552 1725 1589 240 44 44 17 17 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Date 72704-1 10/8/2007 72704-2 10/29/2007 72704-3 10/29/2007 72704-4 72704-5 72704-6 72704-7 72704-7 Remarks Results Reviewed By/ Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.53 28 4x8 28 4x8 H 4x8 Date Specimens Recd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 59900 4,780 2 SW N/A 2 N/A 2 N/A 2 N/A Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% Vann 01101 RRwloo ERamt. D. 3/120e Ths siurmation prodded on this mod is prapsrad for ltho andUnnan u.. OM, tlont. This roma okay not no roprodu ad in any format without oro nation mammon of ahs client and Krazan a Pasoan 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 Cyt. Code 72705 Pour Date 10/1/2007 Report No. 100107-3 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:30 71 123272 4 64 56 Placement Area Location 3rd deck slab 16 -19/A -D Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 18Ocy Reference DFR# 100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 546 F. Ash tbs. C. agg. lbs. 1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1586 Water lbs. 296 239 Air Ent. (oz) MB Poly (oz) 44 44 Glenium (oz) 17 16.8 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 Cif ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72705-1 10/8/2007 7 4x8 12.53 54990 4,390 3 SW N/A 72705-2 10/29/2007 28 4x8 3 72705-3 10/29/2007 28 4x8 3 72705-4 H 4x8 3 Remarks Results Reviewed By 7r Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 00101 Revision 3 Ettedve Date 5tt210r The Pformatlon pouted on II* report in Prepared tor the exclusive use of the dent. 11115 report fluty not he reproduced h1 e W formal **lout the wanton parer asbn of the tient and !Crania d Mead: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 95UU1, (2b3) dig -4 UU Project No. 066-06316 Cyl. Code 72705 Pour Date 10/1/2007 Report No. 100107-4 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:55 136 123306 4 65 64 J Placement Area Location Elevator pit walls 4 -51L.6 -M.10.5 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 1600 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 267 Air Ent. (oz) MB Poly (oz) Glenium (ox) 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 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 72706-1 10/8/2007 7 4x8 12.54 48090 3,840 4 TN N/A 72706-2 10/29/2007 28 4x8 4 72706-3 10/29/2007 28 4x8 4 72706-4 H 4x8 4 Remarks Results Reviewed By, 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03401 R.vhbn 3 Effective. D. x1210, The IniormaPon provided on We assort is prepared far the exclusive use of the client. This report may not be reproduced to any format wtttnut the ration permission of the okra and Krazan & Arso i Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72728 Pour Date 10/412007 Report No. 100407-1 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:20 324 193903 4 62 46 Placement Area Location 3rd deck slab 23 -25/A -D Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cem.lbs. 550 547 F. Ash lbs. C. agg. lbs. 1 1720 1721 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 296 222 Air Ent (oz) MB Poly (oz) 44 43.6 MBNO (oz) MBAE90 (oz) Glenium (oz) 17 16.6 Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 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 72728-1 10/11/2007 7 4x8 12.61 64304 5,500 1 MT N/A 72728-2 11/1/2007 28 4x8 1 72728-3 11/1/2007 28 4x8 1 72728-4 H 4x8 1 Remarks Results Reviewed By/r4,Date Reviewed 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% Farm 03101 Rwifian 3 Melee Dep 61t2104 The nevemao+ provided on this report at peppered ler the mamas I.se of the diets. Ilea report may not be reproduced in any bum.t without the meat permission ot to client ehd Karan & Assoaates_ Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyi. Code 72734 Pour Date 10/4/2007 Report No. 100407-2 Weather Overcast 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) 9:15 751 123401 4 60 50 Placement Area Location 3rd deck slab 23 -25/A -D Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 88cy Reference DER# 100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 582 F. Ash lbs. C. agg. lbs.1 1720 1711 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1590 Water lbs. 296 236 Air Ent. (oz) MB Poly (oz) 44 44 MBNO (oz) MBAE90 (oz) Glenium (oz) 17 17 Water Added on Job (gais.) 0 Field Test Methods x ASTM 0143 ASTM C13B x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 1 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 72728-1 10/11/2007 7 4x8 12.61 64926 5,150 2 MT N/A 72728-2 11/1/2007 28 4x8 2 72728-3 11/1/2007 28 4x8 2 72728-4 H 4x8 2 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ferro O;VOt Fleaawn 3 Effective Dale 3FlVO4 The informal= prowled oll 1114 report is ptpared for the exclusive use of the dent. This report may not W reproduced m tiny lomat wdhouf Ma mitten permwgn of the client and *men & Associates Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Overcast Cy!. Code 72748 Pour Date 10/5/2007 Report No. 100507-2 Jurisdiction City of Tukwila Permit No. D06-245 Project 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 Time Truck# 6:25 65 Ticket # 123430 CYLINDER REPORT Plant No. 202 Slump % Air (in.) 6 Mix Temp. (F) 60 Site Mix Air Temp. (F) 42 Unit Wt. (pcf) Placement Area Location Elevator pit walls 4 -5/L.6 -M.10.5 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100107 Inspector Ben Thompson Reported Batch Data Design Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash lbs. C. agg. lbs. 1 1123 1129 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 240 Air Ent. (oz) MB Poly (oz) 36 36 Glenium (oz) MBAE90 (oz) 5 Other (oz) Water Added on Job (gals.) Actual Weights 609 5 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 ASTM C172 OTHER ASTM 0231 Laboratory Data Cyl. Code Test Date 72748-1 10/12/2007 72748-2 11/2/2007 72748-3 11/2/2007 72748-4 Field Cure Design Strength 3,000 c 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.61 35337 4,310 2 MT N/A 2 2 2 Remarks Results Reviewed By j c, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +l- 8% Date Reviewed 3: Cone & Shear 4: Shear Fain 03101 Review 3 Effective Date 511110. The Wa,m hon pravtded on this report le Propend for the exclusive uem of thalert. The repel may net he reprodrced n any format wheal the withal peen of Vie alert and Krazan & Aasocc Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72749 Pour Date 10/5/2007 Report No. 100507-3 Weather Overcast 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:10 65 123442 6 65 45 Placement Area Location Second deck grid lines 17 -25/D -H Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 160cy Reference DFR# 100507 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 1 5MD02 Cem.lbs. 610 607 F. Ash lbs. C. agg. lbs. 1 1123 1076 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1430 1427 Water lbs. 260 228 Air Ent. (oz) MB Poly (oz) 36 36 MBNO (oz) 0.5 36.3 MBAE90(oz) 5 4.4 Other(az) Water Added on Job (gals.) 0 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 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72749-1 10/12/2007 7 4x8 12.61 54316 4,310 3 MT NIA 72749-2 11/2/2007 28 4x8 3 72749-3 11/2/2007 28 4x8 3 72749-4 H 4x8 3 Remarks Results Reviewed By 6"'14. Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 R.nsfon Effective Dale 5112/Co The d, prion provided *nth* report ■ prepared for the inclusive use of the dent. This report may not t» reproduced in any lomat without the enEen permission of thecae* and Krezar a Maud: Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72750 Pour Date 10/5/2007 Report No. 100507-4 Weather Overcast 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:10 75 123459 6 65 48 Placement Area Location Second deck grid lines 17 -251D -H Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 235cy Reference DFR# 100507 Inspector Ben Thompson -121111X41, 41r,IN Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. C. agg. Ibs.1 1123 1078 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1441 Water lbs. 260 223 Air Ent. (oz) MB Poly (oz) 36 36 MBNO (oz) 0.5 36.3 MBAE90 (oz) 5 4.4 Other (oz) Water Added on Job (gals.) 0 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 3,000 @ 26 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 72750-1 10/12/2007 7 4x8 12.61 40656 3,220 4 MT N/A 72750-2 11/2/2007 28 4x8 4 72750-3 11/2/2007 28 4x8 4 72750-4 H 4x8 4 Remarks Results Reviewed By pft,E4 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 Aa>abn 3 Maks* Data 512/04 The Nrh,m,atan provided eafield resod la pnosrsd for the umlautva rw OM* talent This report may not M rsproduosd in any formalw4houl the written pa laiagon of 0 s client and K*Klan 8 Aasonaa Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 72747 Pour Date 10/5/2007 Weather Overcast Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Report No. 100507-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:10 65 122570 6 60 47 Placement Area Location Second deck grid lines 17 -25/D -H Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100507 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 608 F. Ash lbs. C. agg. lbs. 1 1123 1114 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1427 Water lbs. 260 242 Air Ent. (oz) MB Poly (oz) 36 36 MBNO (oz) MBAE9O (oz) 5 4.9 Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 ASTM 0172 OTHER ASTM 0231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72747-1 10/12/2007 7 4x8 12.61 43950 3,490 1 MT N/A 72747-2 11/2/2007 28 4x8 1 72747-3 11/2/2007 28 4x8 1 72747-4 H 4x8 1 Remarks Results Reviewed By /r,(v 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) Form 07101 Renato 1 Effective Oats 1112/0. The Inlcrmatbn prsvld.d on Des report is prepared for dre ezrAsNe ass of the dent. This ,.port my not be reproduced in terf formal without the eaten permission of the client and Kazan & As.ocl Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 72765 Pour Date 10/6/2007 Report No. 100607-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast/Misty 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 # 1 Air (in.) (F) (F) (pct) 5:23 65 194043 6 60 42 Placement Area Location 3rd deck slab pit 18 -19/D -J, walk area at grid line 16-18/ A -A.12, and retaining wall 18-20/A.12 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100607 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cem.lbs. 550 547 F. Ash lbs. C. agg. lbs. t 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1589 Water lbs. 296 219 Air Ent. (oz) MB Poly (oz) 44 44 MBNO (oz) 0.5 33.2 MBAESO (oz) Glenium (oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72765-1 10/12/2007 7 4x8 12.61 51450 4,080 1 MT NIA 72765-2 11/2/2007 28 4x8 1 72765-3 11/2/2007 28 4x8 1 72765-4 H 4x8 1 Remarks Results Reviewed By K Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 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% F0111103101 R.N.I.n Eff.clM. D.t. 5/1.2.4. Th. Hemstion provided an the report ie peer. forth. excNwr. .. of tis c14nt The report m.y rot be ..pudurad in ...y forme without the weles p.rn+abn of the th..w eel Kazan s n..od.h Krazan & Associates, Inc. 1501 - 15th Street NW Suite 108, Auburn, WA 98002, (253) 939-25U0 Project No. 066-06316 Cyl. Code 72766 Pour Date 10/6/2007 Report No. 100607-2 Weather Overcast/Misty 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 Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) Oct) 7:20 91 12379 6 60 48 Placement Area Location 3rd deck slab pit 18 -19/D -J, walk area at grid line 16-18/ A -A.12, and retaining wall 18-20/A.12 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 90cy Reference DFR# 100607 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 548 F. Ash lbs. C. agg. lbs. 1 1720 1708 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 296 219 Air Ent. (oz) MB Poly (oz) 44 44 MBNO (oz) 0.5 32.9 MBAE90 (oz) Gienium toz) 17 17.2 Water Added on Job (gals.) 0 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 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72766-1 10/12/2007 7 4x8 12.61 50028 3,970 2 MT N/A 72766-2 1112/2007 28 4x8 2 72766-3 11/2/2007 28 4x8 2 72766-4 H 4x8 2 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 amyl , R-yrion 3 Effective D.. 512104 TM kd.mr.uon porb.d en th's r.p0rt 1 prep tied fer the umhptve u.e el the 41141. Thee leper' m.y nee b. repredua.d M eny Ewen wMhou the w e .n prm6.on pith. dere Red Krsun d A..od.e Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72807 Pour Date 10/8/2007 Report No. 100807-1 Weather Overcast 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 Other Grout Supplier Miles Plant No. 291 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:45 23 134712 12 60 50 Placement Area Location Grout was placed at locations H -J/23-25 Remarks Placed by wheel barrel, sampled at 2 cy Reference DFR# 100807 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 395AN Cern. lbs. 940 935 F. Ash Ibs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 2690 2683 Water lbs. 357 349 Air Ent. (oz) 100XR (oz) 28 28 ADVA (oz) 34 34 Other (oz) Other (oz) Water Added on Job {gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 5,000 (a 26 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 72807-1 10/15/2007 7 2x4 1 72807-2 11/5/2007 28 2x4 1 72807-3 11/5/2007 28 2x4 1 72807-4 10/11/2007 H 2x4 3.14 6070 1,930 1 Remarks Results Reviewed By Ka Date Reviewed Laboratory Test Methods 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 0101 Rniebn E1NdivDNo 5112/04 Tho krfornnlbn FrwiWd on this toper. io 9ro9wod for tho .11 041 r up ate crtor5. Tlw WOO may ret W mproduo.d Awry fornm1 wlhe,4 d.o wnl,on p.mib.,,n of the c0451 trod Krazan d Haac4d Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72816 Pour Date 10/10/2007 Report No. 101007-1 Weather Misty Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:55 21 194205 6 70 55 Placement Area Location 3rd deck slab 19-21/ C -J Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100107 inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Com. lbs. 550 547 F. Ash lbs. C. agg. Ibs.1 1720 1716 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1590 1582 Water lbs. 296 223 Air Ent. (oz) MB Poly (oz) 44 44 MBNA (oz) MBAE90 (oz) Glenium (oz) 17 17.2 Water Added on Job (gals.) 0 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 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72816-1 10/17/2007 7 4x8 12.56 52254 4,160 1 MT N/A 72816-2 11/7/2007 28 4x8 1 72816-3 1117/2007 28 4x8 1 72816-4 H 4x8 1 Remarks Results Reviewed By W4, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertaintles: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C1Q9 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 08101 Rovhbn J D.. Sr1TiO4 Th. Nomrden provided on tlNa neon "rproperod for tl,o onrhnen ow of IM then!. This moon may nod b nproduoW in any Motet without Or wdWo pem..on of lir divot and Krazan & Areoueh Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72817 Pour Date 10/10/2007 Report No. 101007-2 Weather Misty Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 8:55 21 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. Ticket # 1 Air (in.) (F) (F) 12357 6 70 58 Unit WL (pcf) Placement Area Location 3rd deck slab 19-21/ C -J Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 73cy Reference DFR# 100107 Inspector Ben Thompson Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 F. Ash lbs. C. agg. lbs. 1 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 Water lbs. Air Ent. (oz) MB Poly loz) MBNO (oz) MBAE90 (oz) Glenium (oz) Actual Weights 556 1712 1587 296 237 44 44 16.2 Water Added on Job (gals.) 0 17 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 72817-1 10/17/2007 72817-2 11/7/2007 72817-3 11/7/2007 72817-4 Remarks Results Reviewed By 1. Field Cure Design Strength 3,000 t 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Specimens Recrd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.56 62201 4,950 2 MT NIA 2 2 2 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 01101 Revision 1 Eff.Wew Date 5112104 The Y/omutloe provided e, Iles report Y propued for the exclwrve up of 0» Wort. This report may 1111 be npoduord my fonn4t without the w*t.n perversion of tee dint .nd *evil 8 Assod.4 Laboratory Test Methods X ASTM C39 ASTM 0109 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, (153) 939-2buu Project No. 066-06316 Cyl. Code 72808 Pour Date 10/11/2007 Report No. 22731-1 Weather Cloudy Jurisdiction City of Tukwila Permit No, D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete Other Base Plate Grout Supplier Glacier Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) Flowable Placement Area Location Base Plate Grout K121 Remarks Samples are for actual strength verification Please refer to Field Report No. 6316DFR101107 Inspector G.Naill Reported Batch Data Design Actual Weights Weights 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.) Field Test Methods ASTM 0143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength la 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 72808-1 10/11/2007 4 2.75x5.5 6.02 4390 730 2 72808-2 10118/2007 7 2 72808-3 11/8/2007 28 2 72808-4 11/8/2007 28 2 72808-5 72808-6 72808-7 72808-7 Remarks Results Reviewed By 4g, 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 03141 WMWn3 E1fadNa Data 51t2111 The Yikmwffon prodded an eta report is arep*a 1 for tha at dusty, uea of the chant Thit rpm[ may not be reproduced in >ary form* vahout the rwaen permission of the alert and Krazan & Asaaci. 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 72808 Pour Date 10/11/2007 Report No. 22731-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction eMelleRNMINk Field Data CYLINDER REPORT Concrete Other Base Plate Grout Supplier Glaicier Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) Flowable Placement Area Location Base Plate Grout K/21 Remarks Samples are for actual strength verification Please refer to Field Report No. 6316DFR101107 Inspector G.Naill Reported Batch Data Design Actual Weights Weights 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.) Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 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 # Sy Type 72808-1 10/11/2007 4 2.75x5.5 6.02 4390 730 2 72808-2 10/18/2007 7 6.07 6934 1,140 2 MT 4 72808-3 11/8/2007 28 2 72808-4 11/8/2007 28 2 72808-5 72808-6 72808-7 72808-7 Remarks Results Reviewed 13104 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% Fenn03101 Revision a ER.elty. Date 5il2N. The idermalkn provided on Res sepal le seemed kr es s.dutvs us of Ms crest. TNs report may not b reproduced in soy formal without the written permission of Me diet and J(razan E Asaork Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72873 Pour Date 10/11/2007 Report No. 101107-1 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:38 88 194294 6 64 55 Placement Area Location 3rd deck slab 19-26/ E -J Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100117 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cem.lbs. 550 548 F. Ash lbs. C. agg. lbs. 1 1720 1724 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1590 Water lbs. 296 226 Air Ent. {oz} MB Poly (oz) 44 44 MBNO (oz) MBAE90 (oz) Glenium (oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72873-1 10/18/2007 7 4x8 12.65 49769 3,930 1 MT NIA 72873-2 11/8/2007 28 4x8 1 72873-3 11/8/2007 28 4x8 1 72873-4 H 4x8 1 Remarks Results Reviewed By9t'p Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM 01231 ASTM C7B0 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fmm 08101 R.Ma4n 8 Mahn Dow 5117104 The intemutbn perie.e m 5e wad a v -a -.d !o, th• .xdualw .a al the eil. t. Th4 W 1 may not b. npoduced n any fonrM without IM wnlMn W mmissIon of hhp 91sr •nd K,.z.n i Aswciw Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72874 Pour Date 10/11/2007 Report No. 101107-2 Weather Overcast Jurisdiction City of TukwilaPermit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:00 752 123587 6 68 56 Placement Area Location 3rd deck slab 19-26/ E -J Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 95cy Reference DFR# 101107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. Ibs. 550 547 F. Ash lbs. C. agg. lbs. t 1720 1715 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1586 Water lbs. 296 237 Air Ent. (oz) 0.5 33 MS Poly (oz) 44 44 MBN° (oz) MBAE90 (oz) Glenium (oz) 17 17 Water Added on Job (gals) 0 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 72874-1 10/18/2007 7 4x8 12.65 46367 3,670 2 MT N/A 72874-2 11/8/2007 28 4x8 2 72874-3 11/8/2007 28 4x8 2 72874-4 H 4x8 2 Remarks Results Reviewed By fr 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 RaNWn 3 Motive Oa4 6Hy04 Tfw nforma km pro 1dad on this faun K Anpa.ad for the occlusive ore o1 ON dent. TM1a fawn may not as fwprnduoid u1 any for nal wahout ala wr4trn p.nrwfon d 1b cam and Nnaan a Aasoaat. Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72857 Pour Date 10/13/2007 Report No. 101307-1 Weather Fog 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) 5:05 48 194396 5 62 45 Placement Area Location SOG G -N.4/1.8-5 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 5cy Reference DFR# 100137 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 151CD10 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs.1 1450 1448 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1400 1399 Water lbs. 270 204 Air Ent. (oz) 0.5 33.6 MB Poly (oz) 34 34 MBNO (oz) 0.5 33.6 MBAE90 (oz) Glenium (oz) 23 22.8 Water Added on Job (gals.) 0 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 72857-1 10/19/2007 7 4x8 12.65 57782 1,600 1 TN N/A 72857-2 11/9/2007 28 4x8 1 72857-3 11/9/2007 28 4x8 1 72857-4 10/16/2007 3 4x8 12.57 47765 3,800 1 SW N/A Remarks Results Reviewed Bya, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +l- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03501 Fhr6ian 3 Molt,* D.1. 5/12/O4 The Mrtomwtion provided os tlds report is mooared for dh. **dusts um of IM client. PM i.pon msy not b. roprodurabd in any foim i *MOM O. w roan p.nTh. On oft s deli and Kmz.n E. Maeda. Krazan & Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72858 Pour Date 10/13/2007 Report No. 101307-2 Weather Fog Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:30 20 194403 5 66 45 Placement Area Location SOG G -N.411.8-5 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 85cy Reference DFR# 100137 Inspector Ben Thompson • Reported Batch Data Design Actual Weights Weights Mix No. 151 CD 10 Com. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1450 1454 C. agg. lbs. 2 590 530 C. agg. tbs. 3 Sand lbs. 1400 1394 Water lbs. 270 204 Air Ent. (oz) MB Poly (oz) 34 34 MBNO (oz) 0.5 33.8 MBAE90 (oz) Glenium (oz) 23 24.1 Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 ASTM C172 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 72858-1 10/19/2007 7 4x8 12.56 63808 5,080 2 MT N/A 72858-2 11/9/2007 28 4x8 2 72858-3 11/9/2007 28 4x8 2 72858-4 H 4x8 2 72858-5. 10/16/2007 WC 4x8 12.57 44105 3,510 2 SW N/A Remarks (WC) will call 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 +/- 8% Form 03101 R.nUnn3 EOsd.- Dor 5112104 The i lens-fbn provided on IMO mpod • emerged far the .seer.* ers of She d'wnt This wort My rot be mpraduosd m .ny fennel without the wdMn penmssnn o4 the dent end Koran S. Aseowe Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 72859 Pour Date 10/13/2007 Report No. 101307-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Fog Project Westfield Mall Expansion Location Seattle, WA client Wesffield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:35 71 123676 5 65 45 Placement Area Location SOC G -N.4/1.8-5 Remarks Placed by pump truck mechanically consolidated by H -F vib. sampled at 162cy Reference DFR# 100137 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 151 CD10 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1940 1932 C. agg. lbs. 2 490 530 C. agg. lbs. 3 Sand lbs. 1400 1401 Water lbs. 270 207 Air Ent. (oz) MB Poly (oz) 34 34 MBNO (oz) 0.5 34 MBAE90 (oz) Glenium (oz) 23 22.8 Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72859-1 10/19/2007 7 4x8 12.56 60312 4,800 3 MT N/A 72859-2 11/9/2007 28 4x8 3 72859-3 1119/2007 28 4x8 3 72859-4 10/16/2007 H 4x8 12.57 49937 3,970 3 SW N/A Remarks (WC) will call Results Reviewed By /9 - 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 lLrWrni 3 EF.eW. D .9f17N4 The iri..msdon per d.d on Oa report 4 Repined rer the sxaw.w we of the tient 7N4 mgow .My not 1..'.pedueed In say kneel without the waken permission of the d.nl end Knrnn R nssonee Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72900 Pour Date 10/16/2007 Report No. 101607-1 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 Slab/Deck Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (In.) (F) (F) (pcf) 8:05 20 194465 5 65 64.5 Placement Area Location Back fills at 25/F, G, J, 20-23/J.8, 22 -23/H -J, 19-20/K and 20-21.6/K4 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101607 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Com. lbs. 520 515 F. Ash lbs. C. agg. lbs. t 1455 1447 C. agg. lbs. 2 485 490 C. agg. lbs. 3 Sand lbs. 1333 1334 Water lbs. 255 230 Air Ent. (oz) MD 200(oz) 21 21 MBN0534(oz) 0.5 31.2 Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 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 72900-1 10/23/2007 7 4x8 12.64 54593 4,320 1 SW 72900-2 11/13/2007 28 4x8 1 72900-3 11/13/2007 28 4x8 1 72900-4 H 4x8 1 72900-5 72900-6 72900-7 72900-7 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0817 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% Farm 03101 Remion 3 Effective Dole 0J12104 The mlonnat,on pvmded Oe lits report a prepared for the exdwire use el the dart. Ibis report may aol be reproduced in any tonna without the widen permission of the client and Kazan & Assaciates, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72899 Pour Date 10/16/2007 Report No. 101607-2 Weather Overcast 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 Slab Supplier Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) Placement Area Location Grouted sidewalk canopy base plates along east side of mall north of Firestone tire co. Remarks Site Mix Reference DFR#101607 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz} MD 200(oz) MBN0534(oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM 0173 ASTM C31 ASTM C172 OTHER ,OSTM C231 Laboratory Data Design Strength 5,000 fig 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 72899-1 10/23/2007 7 2x4 3.40 12210 3,890 2 SW 72899-2 11/13/2007 28 2x4 2 72899-3 11/13/2007 28 2x4 2 72899-4 H 2x4 2 72899-5 72899-6 72899-7 72899-7 Remarks Results Reviewed By In,. Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C817 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foran 119101 Permian 3 erect,,. Date 5117104 The inlonetion provided an this report w prepared fur the exclusive use 01 the Nlerd. This report Ahoy not be reproduced Mt any fempet wph0ut the written penniSslon Of the chant and Krazen d Associates. Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyi. Code 72935 Pour Date 10/17/2007 Report No. 101707-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Walls Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:25 48 123757 4 68 55 Placement Area Location Concrete placed at grid lines N -M/18.4-19.2 and L.31-15-15.3 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101707 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 1600 Cem. tbs. 564 560 F. Ash lbs. C. agg. lbs. f 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 261 Air Ent. (oz) MD 200(oz) MBN0534(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 (a 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 72935-1 10/24/2007 7 4x8 12.59 46977 5,730 1 MT 72935-2 11/14/2007 28 4x8 1 72935-3 11114/2007 28 4x8 1 72935-4 H 4x8 1 72935-5 72935-6 72935-7 72935-7 Remarks Results Reviewed By f f, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 63101 Revision 3 Effective Dale S/17JO4 The uNarmaltan provided on this report at prepared (Or the eaduswe use of the den. This report may 1101 be reproduced 0 any (OMNI without the written pemMasion Of the agent and Krazan & Associates, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 72936 Pour Date 10/18/2007 Report No. 101807-1 Weather Overcast 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 Slab/Deck Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:15 48 194629 7 65 50 Placement Area Location Roof pads at grid lines 14.5 -161E -G, 16.6 -17.2/E.7 -G.9 L.31-15-15.3 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 14 cy Reference DFR#100107 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 548 F. Ash Ibs. C. agg. Ibs.1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1586 Water lbs. 296 225 Air Ent. (oz) MD 200(oz) MBN0534(oz) MB Poly(oz) 44 44 Glenium(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM 0143 ASTM 0138 ASTM C1064 ASTM C173 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 72936-1 10/25/2007 7 4x8 12.57 49329 3,920 1 SW 72936-2 11/15/2007 28 4x8 1 72936-3 11/15/2007 28 4x8 1 72936-4 H 4x8 1 72936-5 72936-6 72936-7 72936-7 Remarks Results Reviewed By yrgc,, 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 Effective Date 5/12104 The erlormMgn provided on this report a prepared for the eodusive u$e of the Client. The report may 1141 be reproduced 01 Env lormel without Use written pennlseron al the client and Waian & Assowles, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 72966 Pour Date 10/19/2007 Report No. 101907-1 Weather Overcast 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 Slab/Deck Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 9:52 75 194679 6 65 52 Placement Area Location Third deck slab K -N/19-25 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 554 F. Ash lbs, C. agg. lbs. 1 1720 1728 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs, 1590 1590 Water lbs. 296 223 Air Ent. (oz) MD 200(oz) MBN0534(oz) MB Poly(oz} 44 44 Glenium{oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 72966-1 10126/2007 7 4x8 12.58 54901 4,360 1 MT 72966-2 11/16/2007 28 4x8 1 72966-3 11/16/2007 28 4x8 1 72966-4 H 4x8 1 72966-5 72966-6 72966-7 72966-7 Remarks Results Reviewed By Ki4, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASPM 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 Reston 3 £Mecure Osla 012/04 The infofmel0n prowled on Ma reports prepared for the eadusrve use al tee Calera This report .fray net he reproduced in any format w0twut the wntterr permission of .he client and KraZan & Assacates Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 72965 Pour Date 10119/2007 Report No. 101907-2 Jurisdiction City of Tukwila Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Slab/Deck Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 10:25 48 123770 6 65 54 Placement Area Location Third deck slab K -N/19-25 Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cam. lbs. 550 551 F. Ash lbs. C. agg. lbs. 1 1720 1728 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1581 Water lbs. 296 236 Air Ent. (oz) MD 200(oz) MBN0534(oz) MS Poly(oz) 44 44 Glenium(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 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 72965-1 10/26/2007 7 4x8 12.58 51532 4,100 2 MT 72965-2 11/16/2007 28 4x8 2 72965-3 11/16/2007 28 4x8 2 72965-4 H 4x8 2 72965-5 72965-6 72965-7 72965-7 Remarks Results Reviewed By Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Confonn(ng 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% Porth 03101 Rawpn 3 EttedM Orto 5112104 The mlormation proem) uneas Wee o prepared for Ire exclusive nee 01 She client no roped may 001 be reproduced In ery !omit w1U,oW 0. weiten pennuslen 01I10e 01!.11 and Krazan & R41106aies_ Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 72964 Pour Date 10/19/2007 Report No. 101907-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Slab/Deck Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 11:25 48 123783 6 65 56 Placement Area Location Third deck slab K -N/19-25, first floor curbs and Firestone parking area canopioes last five of twelve Remarks Placed by boom pump, mechanically consolidated by H -F Vibrator. Sampled at 5 cy Reference DFR#101907 Inspector Ben Thompson Reported Batch Data Design Actual Weights Weights Mix No. 0740003 Cern. lbs. 550 552 F. Ash Ibs. C. agg. Ibs. 1 1720 1784 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1590 1603 Water Ibs. 296 236 Air Ent. (oz) MD 200(oz) MBN0534(oz) 0.5 33 MB Poly(oz) 44 44 Glenium(oz) 17 16.8 Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 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 72964-1 10/26/2007 7 4x8 12.58 52621 4,180 2 MT 72964-2 11/16/2007 28 4x8 2 72964-3 11/16/2007 28 4x8 2 72964-4 H 4x8 2 72964-5 72964-6 72964-7 72964-7 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 -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 C Yds ive Gate 112/04 The nb.mation pretided on this mean n prpa.ed 1a d.s esdunre use of the client. Tees report may Melba reproduced in any formal othaut the written penrsssion of Ole sem end 1Gazan & Associates iMbrOMIV-azan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 11, 2007 KA No. 066-063I6 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Malt Expansion SEATTLE, WASHINGTON Dear Mr. Burns, RECEIVED nrT 22 2007 DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. lbUl - lbth Street NW Suite 1U6, Auburn, WA 91SUU1, (253) 939-2bUU Project No. 066-06316 Cyl. Code 072293 Pour Date 8/26/2007 Report No. 82607-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data 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) 12:05 91 122292 4" 73 76 Placement Area Location Grade beams 1 -21C.3 -D.4 Sampled at 5 yards Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 082607bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash tbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1426 Water lbs. 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 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072293 9/2/2007 7 4X8 12.62 0.0 53020 4,200 1 JA NIA 072293 9/23/2007 28 4X8 12.57 0.0 63780 5,070 1 TN N/A 071278 9/23/2007 28 4X8 12.57 0.0 71138 5,660 1 TN N/A 072293 H 4X8 1 072293 072293 072293 072293 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 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 Revision 3 Effective D.I. 5/12/0d The ifi rmaiIoo provided on tlds report is prepared for the exclusive we of me <Sera. This report may not be reproduced in any formai weal Ihs written permission of the client and Kieran & Assad: nrazan a Associates, inc. 1DU1 - iatn street rent *tate 1uo, Auourn, YYA aouUL, VW) %.1U-LOVU Project No. 066-06316 Weather Sunny Cyt. Code 072294 Pour Date 8/26/2007 Report No. 82607-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete X Supplier Miles Time Truck# 13:43 20 CYLINDER REPORT Other Ticket # 1222301 Plant No. 203 Slump % Air (in.) 5" Mix Temp. (F) 74 Site Mix Air Temp. (F) 78 Unit Wt. (pcf) Placement Area Location Grade beams 1 -2/C.3 -D.4 deck wall grid lines A13-7 Sampled at 5 yards Remarks Placed by boom pump mechanically consolidated by H/F Vibrator Please refer to Field Report No. 082607bt Inspector B. Thompson Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 F. Ash lbs. C. agg. lbs.1 1720 1718 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1595 Water lbs. 258 262 Air Ent. (oz) Other(oz) 44 Other (oz) 17 Other (oz) Other(oz) Water Added on Job (gals.) Actual Weights 550 44 16.7 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM 0173 X ASTM C172 ASTM C231 Laboratory Data Cyt. Code Test Field Date Cure 072294 912/2007 072294 9/23/2007 071278 9/23/2007 072294 072294 072294 072294 072294 Remarks Results Reviewed By Irk? Codes for Break Types: Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. 7 4X8 12.62 0.0 28 4X8 12.57 0.0 28 4X8 12.57 0.0 H 4X8 Load 47159 67695 64921 Str. (psi) 3,740 5,390 5.160 Date Reviewed Date Specimens Rec'd. Set # 2 2 2 2 Tested By JA TN TN 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 %Milton 3 Effective Date GVJOr The i,bmieOon provided on thia report is prebend for the .ycl uire use of the client. This report may net be reproduced in any forma without tits wrflen pe mieenn of the client and Klazan & Aewc1 Break Type N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 15U1 - 15th Street NW Suite 1Ub, Auburn, WA Utit)U:C, (193) 9J9-2bUU Project No. 066-06316 Cyl. Code 072314 Pour Date 8/28/2007 Report No. 82807-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data 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) 9:05 76 191767 5" 68 70 Placement Area Location Back fill of columns 14J, 13J, 16A -J, 17 C -F, CB5 grade beams at east parking lot for car and foot traffic, CMU footings at grid lines H -J/30-31 and 7-8, M -M6 Sampled at 5 yards Remarks Placed by tailgate, mechanically consolidated by H/F vibration Please refer to Field Report No. 082807bt Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15CQVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1455 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1339 Water lbs. 255 233 Air Ent. (oz) Other (oz) 21 21.3 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 12.85 0.0 48448 3,830 1 SW N/A 28 4X8 12.57 0.0 75510 6,010 1 TN NIA 28 4X8 12.57 0.0 77265 6,150 1 TN N/A H 4X8 1 072314 9/4/2007 072314 9/25/2007 071278 9/25/2007 072314 072314 072314 072314 072314 Remarks Results Reviewed By /t' 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% Fpm 03101 RaWion 3 EffaclMe We 511210e The Mtkrmrtkn pr0+kled on oils,. ort is prepared for the eaduak, ue. of the wird. This roped may not be reproduced In any knee without the within prnisslon of the dent and ttfazen & Aeeoce arazan a Associates, Inc. 'IOU"! - 1 w street NW suite 'mu, Auburn, WA VoUUC, (zp;i1 9:S9-1bUU Project No. 066-06316 Weather Sunny Cyl. Code 072315 Pour Date 8/28/2007 Report No. 822807-2 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Time Truck# 12:45 23 Ticket # 122349 Slump % Air (in.) 511 Mix Temp. (F) 75 Site Mix Air Temp. (F) 80 Unit Wt. (pcf) Placement Area Location Back fill of columns 14J, 13J, 16A -J, 17 C -F, CB5 grade beams at east parking lot for car and foot traffic, CMU footings at grid lines H -J/30-31 and 7-8, M -M6 Sampled at 5 yards Remarks Placed by tailgate, mechanically consolidated by H/F vibration Please refer to Field Report No. 082607bt inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cem.lbs. 564 563 F. Ash Ibs. C. agg. Ibs.1 1860 1861 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 11420 11491 Water lbs. 279 263 Air Ent. (oz) Other (az) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C13B x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072315 9/412007 072315 9/25/2007 071278 9/25/2007 072315 072315 072315 072315 072315 Remarks Results Reviewed By /cir Codes for Break Types: Measurement Uncertainties: Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4X8 12.65 0.0 52983 4,190 2 SW N/A 28 4X8 12.57 0.0 62966 5,010 2 TN NIA 28 4X8 12.57 0.0 66254 5,270 2 TN N/A H 4X8 2 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear ASTM C-39 +1- 8% form WWI Revision 3 Effective aloe 6H1@r The information proves on this r.pxt Is sneered for the exclusive use of Ins client. This report may not he reproduced in wry tornrsl *1 M O 1110 sinteo permission piths client and Nrazan 6 Aaeocb 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) icrazan a< Associates, inc. tout - 1otn btreet Mw butte 1Ub, Auourn, IVVA UMW, ('Lo3) !! s -LOUD Project No. 066-06316 Weather SUriny CyI. Code 072353 Pour Date Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. 8/30/2007 Report No. 900018 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Time 9:00 Glacier Plant No. 291 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Truck# Ticket # % Air (in.) (F) (F) (pcf) 23 122174 Flow 73 70 Placement Area Location Column base plate grout J.8 -N/12-17.6 Sampled at 2 cyds out of 3 cyds total Remarks Placed by georgia buggy and bucket Please refer to Field Report No. 6316DFR083007 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 3954N Cern. lbs. 940 F. Ash lbs. C. agg. Ibs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2690 2681 Water lbs. 357 327 Air Ent. (oz) Other(oz) 28 Other (oz) 34 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 3954N 933 29.3 33.3 15 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Date 072353 9/6/2007 072353 9/27/2007 071278 9/27/2007 072353 072353 072353 072353 072353 Remarks Results Reviewed By 42-4, Field Cure Design Strength 5,000 @ 28 days Age Dim. Area C.F. 7 2x2 4.00 0.0 28 2x2 4.00 0.0 28 2x2 4.00 0.0 H 2x2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 23720 27744 24084 Date Specimens Rec'd. Comp. Tested Str. (psi) Set # By 5,930 1 TN 6,940 1 SW 6.020 1 SW Date Reviewed Break Type N/A N/A NIA Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Revision 3 Effective We 1112/01 The elormelion provided 011 the report Is prepared for to exclusive use of the client /lea report may not be rapioduoed In any formal without to written pamhivaion of the dent and Kneen 1 Avaod Krazan est Associates, Inc. 19U7 - ibtn street NW Suite lUb, Auburn, WA yKUUZ, (.S) tisa-;CSUU Project No. 066-06316 Cyl. Code 072369 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 8/31/2007 Report No. 83107-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:00 747 122074 6" 72 68 Placement Area Location Second deck grid lines 15 -17/G -J Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report 083107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. C. agg. lbs. 1 1123 1118 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1429 Water lbs. 260 242 Air Ent. (oz) Other (az) 5 5 Other (oz) 36 36 Other (oz) Other( oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072369 9/7/2007 7 4X8 12.61 0.0 44930 3,560 1 SW N/A 072369 9/28/2007 28 4X8 12.55 0.0 60190 4,800 1 TN N/A 072369 9/28/2007 28 4X8 12.55 0.0 60030 4,700 1 TN N/A 072369 H 4X8 1 072369 072369 072369 072369 Remarks Results Reviewed By ff' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Date 5112/0' The Yrfonnetion pmvidad on this '.port is gnawed tar the esrJUWs uaa of the dere This mood may not be reproduced in any lom,.t without the written pr0Yesfon of One sent and Krsran d Armonk nrazan a Associates, Inc. IOU"I - "totn street rivv butte -mo, Auburn, PIA 2SODUL, (LZJ) J4y-L3UU Project No. 066-06316 Cyl. Code 072370 Pour Date 8/31/2007 Report No. 83107-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:35 325 122494 6" 70 70 Placement Area Location Second deck grid lines 15 -17/G -J Sampled at 80 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report 083107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cem.lbs. 610 612 F. Ash lbs. C. agg. lbs.1 1123 1130 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1433 Water lbs. 260 246 Air Ent. (oz) Other(az) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 072370 9/7/2007 7 4X8 12.61 0.0 42560 3,380 2 SW N/A 072370 9/28/2007 28 4X8 12.55 0.0 54650 4,350 2 TN N/A 072370 9/28/2007 28 4X8 12.55 0.0 54860 4,370 2 TN N/A 072370 H 4X8 2 072370 072370 072370 072370 Remarks Results Reviewed By efc 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) fare 02101 Revision Ealy. DMe 5ItZ r The Y/on etIon provided on this report is prepared toe the exclusive use al the dent. lite report may not be reproduced in any tunnel without the mitten permission oldie dart and Krona a Aceock nrazan ft Associates, Inc. IOUI -'Iota otreet PIYY Dunne luo, AUDUrn, YYA VODUL, (L33) VJJ-LOUD Project No. 066-06316 Cyl. Code 072371 Pour Date 8/31/2007 Report No. 83107-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct] 9:15 751 122499 6" 70 73 Placement Area Location Second deck grid lines 15 -17/G -J Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report 083107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cem.lbs. 610 610 F. Ash lbs. C. agg. lbs. 1 1123 1130 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1433 Water lbs. 260 241 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 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 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 072371 9/7/2007 7 4X8 12.61 0.0 39000 3,090 3 SW N/A 072371 9/28/2007 28 4X8 12.55 0.0 57910 4,610 3 TN N/A 072371 9/28/2007 28 4X8 12.55 0.0 56120 4,470 3 TN N/A 072371 H 4X8 3 072371 072371 072371 072371 Remarks Results Reviewed By K 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 Rerlsbn 3 ce.dM Oat. 6112,0s T. YHemation provided on des report is prepared for the exclusive use of the client. Ties repot may rail be reproduced in tiny loan* without the wrden permission of the client and Kneen & Awad Ilrazan & Associates, inc. 1 DU1 - lout btreet NYY butte 1 UO, Auourn, VVA titsUUL, (LDS) s -LDUU Project No. 066-06316 Weather Sunny Protect Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072372 Pour Date 8/31/2007 Report No. 83107-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Time Truck# 12:15 48 Ticket # % Air 122523 Slump (in.) 511 Mix Temp. (F) 74 Site Mix Air Temp. (9 80 Unit Wt. (pcf) Placement Area Location Third deck wall grid lines A/8.7-15 and elevator pit floor grid lines 1.8 -2/H -H.3 Sampled at 15 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report 083107 Inspector B. Thompson SIMIIIMEEneditri Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 F. Ash lbs. C. agg. lbs. t 1720 1716 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1584 Water lbs. 258 240 Air Ent. (oz) Other (oz} 44 Other(oz) 17 Other(oz) Other(oz) Water Added on Job (gals.) Actual Weights 549 44 16.8 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072372 9/7/2007 072372 9/28/2007 072372 9/28/2007 072372 072372 072372 072372 072372 Remarks Results Reviewed By .6 - Codes for Break Types: Measurement Uncertainties: Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4X8 4X8 4X8 4X8 Area 12.61 12.55 12.55 1: Cone 2: Cone & Split ASTM C-39 +1- 8% Date Specimens Rec'd. Max. Comp. Tested Break C.F. Load Str. (psi) Set # By Type 0.0 0.0 0.0 42350 65150 61680 3,360 5,190 4,910 Date Reviewed 4 4 4 4 SW TN TN N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 Redekn3 Elwin' Pes 5r12100 Ths Ir/ormelon provided en this report is prepared Or tM e{dreeve uM a Mediate, This report may not Pe reproduced to any forme weed Ms written permission of do Qenr and Kraz 6 Assoca Krazan & Associates, Inc. 1bU1 - lbth Street NW Suite 'Mb, Auburn, WA litfUUZ, ("Lb:3) J.$ -'4bUU Project No. 066-06316 Weather Overcast/Rain Cyl. Code 072390 Pour Date Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 9/4/2007 Report No. 90407-1 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. 202 Time Truck# Ticket # 7:10 324 122114 Slump % Air (in.) 6" Mix Temp. (F) 72 Site Mix Air Temp. (F) 62 Unit Wt. (pcf) Placement Area Location Second deck, grid lines 12 -15/K -L Sampled at 5 cyds Remarks Placed by boom truck, mechanical consolidated by H/F vibrator screed. Please refer to Field Report No. 090407 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash lbs. C. agg. lbs. 1 1123 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water Ibs. 260 Air Ent. (oz} Other (oz) 5 Other(oz) 36 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 607 1118 1444 243 5 36 0 Field Test Methods ASTM C143 ASTM C138 ASTM C1064 ASTM C173 ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072390 9/11/2007 072390 10/2/2007 071278 10/2/2007 072390 072390 072390 072390 072390 Remarks Results Reviewed By Codes for Break Types: Design Strength 3,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.54 0.0 28 4x8 12.60 0.0 28 4x8 12.60 0.0 H 4x8 Max. Load 40890 57856 62741 Comp. Str. (psi) 3,260 4,590 4,980 Date Reviewed Date Specimens Recd. Tested Break Set# By Type 1 TN NIA 1 MT N/A 1 MT N/A 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 01,01 Revision 3 E1Teelve Cate 5tIVOe The MomMlfon prodded on ibis report is prepared for IM exclusive use el the dlerd. This report may not be reproduced in wry faunal % inod the melon pernYdelon or the cion* and Krazan 8 Associ: 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. 19U1 - lbtn Street IYVV butte tub, Auburn, VVA',ltbUUL, (20.1) V.i -LSUu Protect No. 066-06316 Cyl. Code 072391 Pour Date 9/4/2007 Report No. 90407-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast/Rain Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Time Truck# Ticket # 8:55 076 122533 Plant No. 202 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 6" 73 64 Unit Wt (pcf) Placement Area Location Second deck, grid lines 12 -151K -L Sampled at 80 cyds Remarks Placed by boom truck, mechanical consolidated by H/F vibrator screed. Please refer to Field Report No. 090407 Inspector B. Thompson Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. 1 1123 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 260 Air Ent. (oz) Other (oz} 5 Other (oz} 36 Other (oz) Other (oz) Water Added on Job (gals.) Design Weights 15MD02 610 Actual Weights 610 1129 1427 239 5 36 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 x OTHER ASTM 0231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. Area C.F. 072391 9/11/2007 7 4x8 12.54 0.0 072391 10/2/2007 28 4x8 12.60 0.0 071278 10/2/2007 28 4x8 12.60 0.0 072391 H 4x8 Design Strength 3,000 @ 28 days 072391 072391 072391 072391 Remarks Results Reviewed By Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 40840 62770 60670 Comp. Str. (psi) 3,260 4,980 4,820 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 2 TN N/A 2 MT N/A 2 MT N/A 2 3: Cone & Shear 4: Shear Form 03101 Revision 9 Effective pile 5/f TAN The Y,fcrrn.eon provided on this report 4 prepared for the esctuWe use of 0,e client Thls report may not be reproduced ri any fennel without the "often pemdsabc of 0r dent and Kruse & Assort Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1 Dui - 1 Stn ,treet Ntvv ,uite 1" Auburn, vvA ytiUUL, (x03) s:Se-LOUD Project No. 066-06316 Cyl. Code 072425 Pour Date 9/5/2007 Report No. 90507-1 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket# % Air (in.) (F) (F) (pcf) 7:10 324 192123 5" 69 68 Placement Area Location Slab an grade at grid lines E -J/26-31 Sampled at 9 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090507 Inspector B. Thompson eeireMOISEMICWIEMMI Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. Ibs. 1 1455 1456 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 232 Air Ent. (oz) Other (oz) 21 21 Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyf. Code 072425 9/12/2007 072425 10/2/2007 071278 10/2/2007 072425 072425 072425 072425 072425 Remarks Results Reviewed By/'��G Test Date Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.62 0.0 54120 4,290 1 MT NIA 28 4x8 12.56 0.0 65450 5,210 1 TN N/A 28 4x8 12.56 0.0 72320 5,760 1 TN N/A H 4x8 1 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Forth 03101 Revlrbn 3 Effective♦171a6112104 The hkmoolion persisted on this report Y prapred for the seclusive use of the dent. This report may not be reproduced in any format without the seinen permission of the client and Kieran a Assoc* nrazan a Associates, Inc. Iav I - 'I Otn .SAeet NVV Dune 'iuo, i uuurn, VVM VOWS, vas, 1144 -cove Project No. 066-06316 Cyl. Code 072426 Pour Date 9/5/2007 Report No. 90507-2 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mala 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) 8:10 324 12257 5" 72 70 Placement Area Location Slab on grade at grid lines E -J/26-31 Elevator pit walls H/1.9 Sampled at 75 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090507 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cem.lbs. 520 536 F. Ash lbs. C. agg. lbs. 1 1455 1451 C. agg. lbs. 2 485 491 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 261 Air Ent. (oz) Other (oz) 21 21 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Design Strength 4,000 c 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.62 0.0 50630 4,010 2 MT N/A 28 4x8 12.56 0.0 69370 5,520 2 TN N/A 28 4x8 12.56 0.0 68950 5,490 2 TN NIA H 4x8 2 072426 9/12/2007 072426 10/2/2007 071278 10/2/2007 072426 072426 072426 072426 072426 Remarks Results Reviewed By AT4 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% Kam 03101 ger4bn 3 E11edM O * 9l .O. TM Ydarndon pnwided on this report is prepared far 1M s,dustre use of the client This report may not be reproduced in wry formal without Or widen pennweon of tr alert ,and Krazan 1 Aeeod+ nrdedn a Mbbvcfdusb, me:. uou i - lam a[reet rvrr aur[e3 rue, Huuurn, YVN nouuc, tA0.11 may-eouu Project No. 066-06316 Cyl. Code 072600 Pour Date 9/18/2007 Report No. 91807-1 Weather 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) 8:10 STNO 192895 5" 65 65 Placement Area Location Backfills around columns A -D/18-25 Sampld © 5 cyds Remarks Placed by tailgated mechanically consolidated by H/F vibrator Please refer to Field Report No. 091807 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 520 F. Ash lbs. C. agg. lbs. 1 1466 1468 C. agg. lbs. 2 485 496 C. agg. lbs. 3 Sand lbs. 1333 1330 Water lbs. 255 233 Air Ent. (oz) Other (oz) 21 20.8 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 59201 4,710 1 SW N/A 28 4x8 1 28 4x8 1 H 4x8 1 072600 9/25/2007 072600 10/16/2007 071278 10/16/2007 072600 072600 072600 072600 072600 Remarks Results Reviewed By /In' Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 0310, Rerkbn 9 Mali= Date 5/5710' The Hmmelbn provided one= rspDA is POW= for the =elusive use elthe diet The np .t re= nal es nquduced h any formal =hall the careen permission of the tient and Mann & Awed: ,Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Fog Cy?. Code 072601 Pour Date .jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 9/20/2007 Report No. 92007-1 Permit No. 1)06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 10:20 Other Ticket 122955 CYLINDER REPORT Plant No. 203 Slump % Air (in.) 6" Mix Temp. (F) 62 Slte Mix Air Temp. (F) 58 Unit Wt. (pcf) Placement Area Location Second deck grid lines 13 -25/A -E Sampled @ 160 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 15M002 Cern. lbs. 610 F. Ash lbs. C. agg. lbs.1 1123 1132 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 248 Air Ent. (oz) Other(oz) 5 Other (oz) 36 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 610 5 36 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072601 9/27/2007 072601 10/18/2007 071278 10/18/2007 072601 072601 072601 072601 072601 Remarks Results Reviewed By 0-6, Design Strength 3,000 @ 28 days Max. Age Dim. Area C.F. Load 7 4x8 12.57 0.0 43220 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement uncertainties: ASTM C-39 +/- 8% Comp. Str. (psi) 3,440 Date Reviewed Date Specimens Recd. Tested Set* By 1 SW 1 1 1 3: Cone & Shear 4: Shear Form 03101 Revision 3 Effective Date 1H2/Or The Hanulfon presided on this report is prepared for the exclusive use of the dent This apart may not be reproduced in airy fennel without the written perrnisenn of the dent and Kraals & Maud; Break Type N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072602 Pour bate 9/20/2007 Report No. 92007-2 Weather Fog Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:45 324 122936 6" 62 57 Placement Area Location Second deck grid lines 13 -25/A -E Sampled @ 80 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 616 F. Ash lbs. C. agg. lbs.1 1123 1131 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs. 260 239 Air Ent. (oz) Other (oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072602 9/27/2007 7 4x8 12.57 0.0 39970 3,180 2 SW N/A 072602 10/18/2007 28 4x8 2 071278 10/18/2007 28 4x8 2 072602 H 4x8 2 072602 072602 072602 072602 Remarks Results Reviewed By ATC Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Revision 7 Meths Date 5012/0r The Ydotmatbn provided an the report i prepared ter the exclusive .e• of the are. TMe raped may red be repe tuced any Murat Meted the vatten p.onkabn et the afar* and Kzaren & Aseorl' Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072603 Pour Date 9/20/2007 Report No. 92007-3 Weather Fog Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data 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) 10:20 122955 6" 62 58 Placement Area Location Second deck grid Tines 13 -25/A -E Sampled @ 160 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator screed. Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. lbs. 1 1123 1132 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1437 Water lbs, 260 248 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 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 3,000 @ 28 days Date Specimens Recrd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 072603 9/27/2007 7 4x8 12.57 0.0 39140 3.110 3 SW NIA 072603 10/18/2007 28 4x8 3 071278 10/18/2007 28 4x8 3 072603 H 4x8 3 072603 072603 072603 072603 Remarks Results Reviewed By An- 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) Fmm 03101 Rs kion 3 Effective Dote 6f12/0W rfwa inbmnebo walled on ahla report as Rept for die udtrm. use of the client This ragrri may not b. reproduced H any lomat wN.a+t ars written o.moke7on of ureclml end Krazan & Assad. Arazan & Associates, Inc. '1 Dui - lotn Street NW Suite lub, Auburn, WA UtsUuz, (203) 9. -ZoUU Project No. 066-06316 Cyl. Code 072604 Pour Date 9/20/2007 Report No. 92007-4 Weather Fog Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:15 136 122980 4" 64 68 Placement Area Location Grade beam, grid lines K.3 -M.11 Sampled @ 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 092007 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072604 9/27/2007 7 4x8 12.57 0.0 56370 4,480 4 SW N/A 072604 10/18/2007 28 4x8 4 071278 10/18/2007 28 4x8 4 072604 H 4x8 4 072604 072604 072604 072604 Remarks Results Reviewed By ff Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 0310t R.r4Mn 8 Effective Dais tin V& The information pfewlded en ltd report is crewed for the exclusive op of die int. This report may iol he reproduced n any formal without the %viten permission of the ideal end Kinzer' 5 Assad: Arazan o. Associates, inc. out - low eotreet NVY butte iuo, Auourn, VVA tioUU4, VW) 11s1P-L3UU Project No. 066-06316 Cy!. Code 072643 Pour Date 9/24/2007 Report No. 900019 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of TukwilaPermit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Plant No. Site Mix X Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pef) 11:30 Flow 58 64 Placement Area Location Column base plate grout 19/D.4, 19/E.5, 18/D.7 Remarks Placed by wheel barrel and bucket Please refer to Field Report No. 092407 Inspector B. Thompson rorillroirreNelroaro Reported Batch Data Design Actual Weights Weights 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.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM CI 72 OTHER ASTM C231 Laboratory Data Design Strength 5,000 ig 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 072643 10/1/2007 7 2x2 4.36 0.0 13149 3,020 1 MT N/A 072643 10/2212007 28 2x2 1 071278 10/22/2007 28 2x2 1 072643 H 2x2 1 072643 072643 072643 072643 Remarks Results Reviewed By /�'4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results 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 oatoi Revision 9 EfT.Mre Does 5/1ZNe The Worreroon Provided an Oro raped M prepared ar 0ne explosive use of the gni 11* report may ^d he reproduced m rry formal wa+out the *Men pemdselon of the dent and Krez n 8 Resod Nrazan oi Associates, Inc. IaU'1 - tin *treat Nvv *me 7uo, Auourn, vvA uouuc, (c5.3) S.sa-zouu Project No. 066-06316 Cyl. Code 072635 Pour Date 9/25/2007 Report No. 92507-1 Weather Mist 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) 8:25 78 193320 5" 65 57 Placement Area Location 3" deck 19.2 -20/C -E grid lines Sampled at 5 cyds Remarks Placed by pump truck, mecahnically consolidated by H/F vibra screed Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 550 F. Ash lbs. C. agg. lbs. 1 1720 1705 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1590 Water lbs. 296 231 Air Ent. (oz) Other (oz) 44 43.6 Other(oz) 17 1637 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM 0231 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 12.60 0.0 53715 4,260 1 MT WA 28 4x8 1 28 4x8 1 H 4x8 1 072635 10/2/2007 072635 10/23/2007 071278 10/23/2007 072635 072635 072635 072635 072635 Remarks Results Reviewed By i1F6,, 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% ken 03101 claylike 3 erectly* Date vivo,. The tliienertbn provided oa this report is prepared for the exclusive use of the dent This reed may not be reproduced it any format *atria 0re mitten porn i.son of the died and Kneen d Maxi rel atm I at smaavuemaa, 11 R.. I Jtd 1 - IUL U Au MIL riVY oulte IVU, MuuUIII, VYM VOIJUA, (LOJ) V4V-,CaV4 Project No. 066-06316 Cyl. Code 072644 Pour Date 9/25/2007 Report No. 92507-2 Weather 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 Concrete X Other Supplier Glacier CYLINDER REPORT Plant No. 291 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 10:40 191 9" 65 57 Placement Area Location Grout columns bases at grid lines 15 -17/M -K Sampled at 2 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibrtator Please refer to Field Report No. 092507 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 3954N Cem.lbs. 940 940 F. Ash lbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2690 2682 Water lbs. 357 226 Air Ent. (oz) Other (oz) 34 34.2 Other (oz) 28 29 Other (oz} Other (oz) Water Added on Job (gals.) 6 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 072644 10/2/2007 7 2x2 4.12 0.0 9251 2.974 2 MT N/A 072644 10/23/2007 28 2x2 2 071278 10/23/2007 28 2x2 2 072644 H 2x2 2 072644 072644 072644 072644 Remarks Results Reviewed By 3c/Ck Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Pain 0310+ Radek* 3 Effective D. 5#12101 The ida,m.Uon provided on Pis report is prepared for the exclusive use* the client This report may not be tepruduwd in any Femur without the *Men permission of Ibe client and Krum s Assad VV . •Ve.s sone M..e e••. V1411.1. .VV, /9a1I.IY. 11, ses-s ,,v.VVaf ../W-f.VVV Project No. 066-06316 Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 072654 Pour Date 9/26/2007 Report No. 92607-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:20 324 193381 5" 60 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. Ibs. 520 517 F. Ash Ibs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 503 C. agg. Ibs. 3 Sand lbs. 1333 1332 Water lbs. 255 233 Air Ent. (oz) Other (oz) 21 20.6 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 072654 10/3/2007 7 4x8 12.56 0.0 55110 4,390 1 TN N/A 072654 10/24/2007 28 4x8 1 071278 10/24/2007 28 4x8 1 072654 H 4x8 1 072654 072654 072654 072654 Remarks Results Reviewed By /T g6 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% Fain 03101 R.wtslon 3 Effective oats a17/0• The infonv etten prodded on this report is prepu.d ler es ...duaive use of the plant This report iwy not he reproduced h any femur without the %Oaten pwmksion of the client and Korai & Assook • r.•. • •••.•• ••• ••• •Yp.r •••• MM•eV •VV, ••MM•••• •, • •r• V , 1101•VVil VVV aVVV Project No. 066-06316 Cyl. Code 072653 Pour Date 9/26/2007 Report No. 92607-2 Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:10 735 193396 5" 62 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cem.Ibs. 520 520 F. Ash lbs. C. agg. Ibs.1 1455 1468 C. agg. Ibs. 2 485 496 C. agg. lbs. 3 Sand Ibs. 1333 1330 Water Ibs. 255 233 Air Ent. (oz) Other (oz) 21 20.6 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 072653 10/3/2007 7 4x8 12.56 0.0 58430 4,650 2 TN N/A 072653 10/24/2007 28 4x8 2 071278 10/24/2007 28 4x8 2 072653 H 4x8 2 072653 072653 072653 072653 Remarks Results Reviewed By Kite Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Foran 03101 R.vfaon 3 Effective Door t1712N1 The Yiormakin provided an this report Is prepared for the exclusive use of the fart. This report may not he reproduced In ey formal *Paul 1hr %Olen pemf.o n of the clime and IGaxan t Assocf, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 101b, Auburn, WA ViSllu"L, ("Lbs) asa-zouu Project No. 066-06316 Cyl. Code 072652 Pour Date 9/26/2007 Report No. 92607-3 Weather Overcast 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 # !b Air (in.) (F) (F) (pcf) 9:30 751 123127 5" 62 64 Placement Area Location Slab on grade, grid lines 1 -5/A -J Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cam. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1455 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1339 Water lbs. 255 260 Air Ent. (oz) Other (oz) 21 21 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 072652 10/3/2007 7 4x8 12.56 0.0 60380 4,810 3 TN N/A 072652 10/24/2007 28 4x8 3 071278 10/24/2007 28 4x8 3 072652 H 4x8 3 072652 072652 072652 072652 Remarks Results Reviewed By f�j Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 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% Fam 03101 Revision 3 Effective ors 0I12111. The Ylblmrbn p,ov,Md at this Wert Y prepared for the sndmlve use of the dirt. This mod may not be repoduoed YI say lomat rihout Ms written pertnlswn of the client and Kmiec & Assoc* Krazan ift Associates, Inc. 1SUI - 1btn Street NW butte lUb, AuDurn, VVA 915UUZ, (1b3) 9s9-'LbUU Protect No. 066-06316 Cyl. Code 072651 Pour Date 9/26/2007 Weather Overcast Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westheld Corp., Inc. Report No. 92607-4 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Other Time Truck# Ticket # 9:30 7:35 123142 CYLINDER REPORT Plant No. 203 Slump % Air (in.) 511 Mix Temp. (F) 63 Site Mix Air Temp. (F) 64 Unit Wt (pcf) Placement Area Location Slab on grade, grid lines 1 -5/A -J and grade beam GB1 at grid line 4 -5/K -N.4 Sampled at 5 cyds Remarks Placed by tailgate, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 092607 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 15COVW Cem. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 255 Air Ent. (oz) Other (oz) 21 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 516 1452 484 1332 259 20.8 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 x ASTM C31 OTHER ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072651 10/3/2007 072651 /0/2412007 071278 10/24/2007 072651 072651 072651 072651 072651 Remarks Results Reviewed By fin' Design Strength 4,000 @ 28 days Date Specimens Rec'd. Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.56 0.0 55270 4,400 4 TN N/A 4 4 4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Faint 07101 Revision 3 Effective Date 511ZD The Y,Wimrion ptovtled on this report is prepared brthe exclusive use dam client. This report may not be repcdueed kr erry lomat without the written pemMsnon el Me °lend and Waxen & &stock IZ7�1�1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION October 11, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, KA No. 066-06 • Permit N.. ' 06-245 Permit No.:: RECEIVED OCT 2 2 1007 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 September 12 through October 08, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 J6316Jft 2L.ZaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: - 9/47/02_ PROJECT #: 06314,. PROJECT ..I 41LV/J 11LAA1414 _-.-- LOCATION: POj ? 4 f_QR, -- — KRAZAN PROJECT MANAGER: _ .._ „ca ._ ..___.._ _. _. ..--_.._. _-_._- NDE REPORTNO.: 2367 CONTRACTOR: _ A/�- PERMIT N0• 4/ INSPECTOR: A4f 50,4Z4&7744/4" MISC:-.__CJPh1_ WEATHER: TEMP:-7a°.F ig STRUCTURAL STEEL FIELD SHO' WELDING L] V.T. Specification no. -----mm Standard no. Calibration Standard IIW type 1 o ns=near side. fs=tar side. Tf=top flange. Bf=bottom r! MATERIAL ID X U.T. M.T. P.T. ULTRASONIC EXAMINATION REPORT AWS D 1.1-961NDE-UT-1 - _ Material Alloy -- G%5 Weld Joint cop --..-- Material Thickness Weld Process FCgUJ _ Ref. Dwg/detail an e. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange i I DATA DESCRIBED IN AWS DT3; DISCONTINUITY INFO r PC. MK./ Grid Line] cn 11 O FF C 0 w }- o U y, U 4 ii f Q. w w o G h . -+ I w tl i 0 UJ td Z 1 5 4 !1 j Z ' 0 Q j U te a. Z ku � o w U i 6 w 4LIJ . 'c m O cc W w j w l CI. CC I La u- Z K i Q i 0 Z Z d m* U o `�` 1o or d W' Z o! M- a. L¢ cc of w W CC LL o Ct L__ 53331.7 • ; ! 70 ; 7$' ; -t x.234 7 _ 831' _' �� 7d° j 833g..11 - • a f____'%S' . Y {I ' — - 8 ,7:9)x._ 3 I 4 f IPA 7d ° ' -,- 1 ..4 ► !L ..`ZO a h_Rg ■ 11111111 1 IIIII NNE r ENE NI MEE ftrasonic Test (UT) Equipment 'CONFORMANCE OF WORK . = HOURS Make : M[! & SN 5-sz. 4 QTY Confonninq Welds (� DESCPT IN OUT ' ST OT MIL Transducer: size SN 1 QTY Nonconforming Welds r_ 1 I 1 _�� [ rCouplant ir I QTY Examined Welds 4'f 1 requ ASTM Test Method: A587 Fency: 2.25MHz i 1 r — — l I To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans. specifications, and regulatory requirements. Technician: 215 West Dakota Avenue. Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Sf. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Pculsbo, WA 98370 13434 N. E. 177th Place, Woodinvrlfe, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 a21 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ACID INSPECTION DATE:-L,C•20/0_- - - - - PROJECT #: _626_6r - f✓ �+� -.� _ _ __..�.-----_-.-- PROJECT:4N /M/E%.STh7 L,D.. MAL, - -___ LOCATION: P RT74LYQi.OR,--- KRAZAN PROJECT MANAGER: S1VI-,I CONTRACTOR: PERMIT NO: 4114 INSPECTOR: Si2R4 11_Tl/VD MISC: - _CITP WEATHER: . ",SIDE NDE REPORT NO.: 2372 4//,l TEMP: ‘C) CIF 1X1 STRUCTURAL STEEL FIELD HO: WELDING V.T. Specification no..._ _ Standard no Calibration Standard_ .. ..._ II pe L MATERIAL ID X U.T. _-, M.T. _ ! P.T. ULTRASONIC EXAMINATION REPORT _ AWS D 1.1-96 /NDE -UT -1 Material Alloy _Ci_S Weld Joint 8,T WS D 1.1-96 able 6 --- Material Thickness -YBR -._-- Weld Process _4i .----- Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=tpp. bottom. T & Bf=top and bottom flange PC. MK./ Grid Line r W 4 a uJ w w w J Lu Q V Lu,us' CC EL l DATA DESCRIBED IN AWS D1.11 DISCONTINUITY INFO U • 4 y z C7I a z a E U d 0 Lu EPTH FROM SURFACE "A" EFERENCE REFPORT NO. To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Cloves. Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lore Palm Ave. Ste. 2E, Modesto, CA 9535' • 1209) 572-2200 545 Parrott St., San Jose. CA 95 12 • {408) 271-2200 123 Commerce Circle. Sacrament, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A. Corona, C4 92880 7501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 17913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 t— 1 t--1- .. * t -- - - ---'.--- i _- -- -- -t--.— --. f• II- 1 4 i.I _-i f 1 - i Ultrasonic Test (UT) Equipment OF WORK :: ! ! HOURS Make: __- _ SN Q� QTY Conforming Welds 4;2*�, IDE CPT IN OUT ST I OT MIL .' Transducer: size SN QTY Nonconforming Welds 0 , 1 i Couplantfr I QTY Examined Welds i11 ! I ! ASTM Test Method: A587 Frequency: ! I To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Cloves. Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lore Palm Ave. Ste. 2E, Modesto, CA 9535' • 1209) 572-2200 545 Parrott St., San Jose. CA 95 12 • {408) 271-2200 123 Commerce Circle. Sacrament, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A. Corona, C4 92880 7501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 17913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 Ni.WERIKraZan. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND I NSPECnON DATE: - - --- — PROJECT 4, AOLL -043ZZ, PROJECT __CWLY_R_O_M/Pli.57:cy.0 LOCATION: __Pageatfilfie?_41:7R. KRAZAN PROJECT MANAGER: __Oh/4/ CONTFIACTOR: PERMIT NO. INSPECTOR: 10 L.512/S446727WO MISC: _eg? klizzA5 WEATHER: NDE REPORT NO.: 2374 TEMP: 60!Fi EI STRUCTURAL STEEL r FIELD / SHOP WELDING LA V.I. MATERIAL IDU.T.X ULTRASONIC EXAMINATION REPORT CI5 I Specification no. ____ _ 1 1 Standard no. Calibration Standard IIW type 1 o NDE -UT -1 _ Material Alloy M.T. P.T. Weld Joint C.7. Material Thickness _YARY Weld Process _g_e41/ Ref. Dwg/detail ns=near side. ts=far side. Tf=top flan_ge. Bf=bottom flan_ge. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange • i tiATA DESCSIBED IN AWS D1.1: DISCONTINUITY INFO CC 1 . . ,_ . c.,.-., 0 , 1 . - , CD • o z > 04 Lk. LU Z -J ca ua! w 0 z cc 0 a_ PC. MK./ Grict Line 1 0 0 1 0 E w I D 'i_ 1 a • ' CIT I" i i .1.... . „,9 ,• . LU i f-2, z : 8 i iii,', : . / " —, Z ti—C IF. . . . 0 gr' 3 ! 'ES 1 ! u_i.0 L., r . i cc < I-- --- ---1- - - - • ' fr° UJ oill • F- X Z ; Z • 4 1 4 1 1.... I Y.^. . . il . , . 1 o , .76:_l_o_i 1— 1.-- 1 • CCLU LU L,_ , LU cc I 3L3a a B33 II 3 --r----r---1-- --r- ! , : , -'"--- 1 -I— ! -7- c2, i• 49°'25" : I- - ! -- L—! 1 71' 1._ , ".5+ - 4.-----t- - -'— ? i ! ! __[ 1 I — 1 i ----1---- L I t t:- 1 , ./ . { Ultrasonic Test (UT) Equipment ' ..' .:,' CONFORMANCE OF QTY Conformin. Welds a, WORK ...::- :.:. , i_DEaCPT ' HOURS _1 !1lMake: "Jae sN 5WL_ T IN OUT LST OT 1_ MIL ! Trnnerli tr.., &i -ye, QM i ATV M Mrrninn Ilulearle Ilt" 1 1 . + -I- Couplant 5r OTY Examined Welds 9 . , ASTM Test Method: A587 Frequency:CZ;;3- 1 ; -r To the best 01 my knowledge, the abov Superintendent/Representative: WAS - WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 33612 • (559) 348-2200 4231 Foster Ave., eakerstield CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95! 72 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 958 7 5 • (916) 564-2200 226 N. Sherman, te. A, Carona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 ME., Ste, 3C, Roulsbo, WA 98370 13434 N. E. 177th Place, Wocclinvflle, WA 98072 11973 N. E. 103rd Avenue, Vancouver. WA 98662 • (909) 549-1 788 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 QKrazan &ASSOCIATES, I NC. GEOTECHNICAL ENGENEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS092107 DATE: 09-21-07 CONTRACTOR: Batey Construction PROJECT ft: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mail mansion INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. N STRUCTURAL STEEL WEATHER: Sunny Temp: 68 F X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 1 and level 3 Performed visual inspection of flit -up and monitored welding of Pull pen special moment frame connections L.7/13 to L.2.1/15 level 2 Location: Visual inspection level 3 brace frame gusset to beam C/17, C/18 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' W 5116" 3/8' Other '4 puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 Welding and bolting continues in other areas of the building work progression in general is in Conformance to project_plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the ab v V WAS NOT performed in accordance with the approved plans, specifications, and reg 5uperintendent/Representative: Technician: George Naill 05105 welding Inspection Report.doe Revision I Effective Date. 5125/05 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 Kranan & Associates, Kiazaii&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 21 Sept 07 PROJECT #: 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 092I0 ht CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR: B. Thompson JURISDICTION: WEATHER: Tukwila Overcast TEMP: 62 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 092107-1, 092107-2,for test results. 3) Concrete was place at locations, SOG Grid lines 25 -27/F -J.8, Mezz deck grid lines 16.4-17/D-D.2,H.4-H. For resteel reference report 06316092007. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® /WAS NOT 0 performed in accordance with the app iuperintendent/Representative: Technician: Benjam n hompson plans, ape ' ' s, and regulatory requirement+, Offices Serving the Western United States Form 1501 r.l Effective Date: 5-25-05 Phe 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. I1Krazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-22-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K,E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE092207 CONTRACTOR: Baley Construction PERMIT NO: 008-147 INSPECTOR: G. Naill MISC: WEATHER: Cloudy TEMP: 70 F n STRUCTURAL STEEL F FIELD/SHOP WELDING X OTHER V.T. n MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-11Other 01.14/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Chug/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Level 2 cantilever connections SMF connections Between grids 13.1/L.7 to 15/L.3 O i t § W I TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. A. DEFECT LEVEL REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) DEPTH FROM SURFACE "A' OPSTANCE FROM HELD CENTER 'X' DISTANCE FROM WELD END E.5119 N&S face T&BF 4 x 70 1.2 59 E.3119.7 N&S face T&BF 4 x 70 1.2 59 Roof level 13.1 east TF only 1 X 70 14 59 Roof level 13.5 E&W face TF only 2 X 70 W 59 Roof level 14.8 E&W face TF only 2 X 70 1.2 59 Roof level 15 West TF only 1 x 70 1.2 59 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 4 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Coupiant: Sonotrace Grade 30 QTY Examined Welds: 4 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a SuperintendentlRepresentative: 1 WAS NOT performed in accordance with the approved plans, specifications, and regulat Technician: George Naill 215 West Dakota Avenue. Clovis, CA 93612 4231 Faster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 88G, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Corona, CA 92$8.. 922 Valley ave. N.W. Suite 101 Puya11 a. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144m Ave NE 8F-300, Woodinville, WA 96072 The information provided on this report is pr•pered for the exclusive use of the chant This repon may not be reproduced in any format • (909)549-1188 • (253) 939-2500 • (360)598-2126 • (425) 485-5519 05105 UT Raison Rev 1 Effective 5/25105 120/05 hour the written permission of the client and Koran & Associates Krazat1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS092207 DATE: 09-22-07 CONTRACTOR: Batey Construction PROJECT #: 066-08316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mall JURJSDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. ti STRUCTURAL STEEL WEATHER: -Cloudy Temp: 70 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 1 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L7/13.1 to L.2.1/15 level 2 Location: X Welder qualiricationkertification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16" W 5118' 3/8' Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of level 2 cantilever beam connections and SMF full pen connections Reference report 6316NDE092207 for test data and locations. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge. the a Superintendent/Representative: /WAS NOT performed in accordance with the approved plans, specifications, and reguia • p ui Technician: Geor a Naill 05104 welding Inepeaioa Repon.doc The information provided on this report is prepared for the esclusiye use orthe client 'itis report may not be reproduced in any format without the wrinee Revision 1 Effective Doe: 5125405 ion orthe client and Krazen & Associates. IK1'21.Z3I1 & A S S O C I A T E S, I N G: ---- GEOTECHNICAL ENGINEERING a ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION - EPORT1i0 - 6-316SS092307 DATE: 09-23-07 CONTRACTOR Baley Construction PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. n STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) Inspected: PERMIT NO: D06-147 INSPECTOR: G. Nails JURISDICTION: City of Tukwila WEATthER: Partly Cloudy Temp: 68 F X V.T. MATERIAL ID U.T. M.T. P.T. Performed continuous visual inspection of Brace Frame welding level 1, 2, 3 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7113.1 to L.2.1/15 level 2 Location: X Welder qualification/certification verified for Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3118' '/." 5116' 3/8' Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a SuperintendenuRepresentative: WAS NOT performed in accordance with the approved plans, specifications, and reg Technician: George N 05104 weldiuu Intpeuion Report.doc The information provided on this report is prepared for the esclusive use of the client This report may not be reproduced in any format without the written perms Revision Effective Date: 5/25/05 n of the client and Ktazen R associates NDE an & Associates, Inc. REPORT NO.: 2375 - GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING Ar,J,D INSPECTION DATE: gi_9141/4:97 PROJECT #: 4,-4043/d, PROJECT:_.CWA/Ro_tv/k/5-z-z-/4--Lz? ArAzz. LOCATIONPe2A2Z4/Y,P,dW4, KRAZAN PROJECT MANAGER: . _ .....-- CONTRACTOR: PERMIT NO: /VA INSPECTOR: 7;7 5.0R24/1(.77NO misc: 47-P WELDS WEATHER: _ ji:V,52414- TEMP: '704'A- - . . XI STRUCTURAL STEEL FIELD HOPWELDING ; V.T. MATERIAL ID UM.T. .T. FT. ULTRASONIC EXAMINATION REPORT -1 Specification no. AWS D /NDE -UT -1 Material Alloy di Weld Joint L7P Standard no. AWS D 1.1-96 Tabl- . Material Thickness VARZ Weld Process Fe -4W Calibration Standard liW type 1 • 4K210 Ref. Dwg/detail ns=near side. ts=tar side. Tt=top flange. Eit=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=tc_ip. bottorn.T & Bf=top and bottom franae 'DATA DESCRIBED IN AWS 01.1, DISCONTINUITY INFO , . i • LI i Z LCEJ I L • < : ?- . c) i z • LIJ I d z co 0 o z tv W W 0 ili D Zj. < Li_ • <a : 0 z ! z ..zr m i m I a tA. w _J -F--,i 'i . 0 , o , 0 : cc 16- . rr 0 11.1 0 D : D CLI 0_ Z I i w ! w 0 z -, o a : ; od = co u.., Z ir it z I Fac. 1—_, a•coio• L ul -. vs ' o til • PC. MK./ Grid Line • p_ IL 7_0° /333/5 400 g3j'7'41 [Ultrasonic Test (UT) Equipment SN LMakej<K, aransducer size SN Couplaot ASTM Test Method: A587 Frequency: ij- • CONFORMANCE OF WORK QTY Conforming Welds . / QTY Nonconforming Welds j37 QTY Examined Welds To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed DE w w w cc HOURS DESCPT IN OUT r ST !_ OT MIL L -- __ ! __J — r I --,1---- ,_ , . I . 1 : in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Claws. Ca 93612 • (559) 348-2200 4231 Foster Ave., 8akerstield, CA 93308 • (66f) 633-2200 1025 Lane Pain? Ave. Ste. 2E, Mc(!esto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95 '2 • (408) 271-2200 123 Commerce Circle, Sacrarne.nt:), CA 95815 • (916) 564-2200 226 N. Sherman. Se. A, Corona, CA 92880 1501 T 5th Street NW, #106, Auburn, WA 98002 20774 State Route 305 N.E., Ste. 3C, Pouisbo, W4 98370 13434 N. E. 177th Place, Woodinville, WA 98072 17973 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 fry 1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS092407 DATE: 09-24-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy - Temp: 68 F- rxl STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 2, 3 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 level 2 Location: Level 3 Framing Welded and bolted connections, Deck welding, Button punch, Nelson studs. 18 -19/C -E.8 Anchor Bolts D -J/17-25 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Fiiier Metal: E71t, E7018, E6022 Process: X X SMAW FLAW GMAW SAW Other Weld Type: X X FILLET C.R. P.P. PLUG Other. Weld Size X X X 3/16' %' 5/16" 3/8' Other 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, D1.3-04, RCSC Rev 2000. Welding and bolting continues in other areas of the building workprogression in general is in Conformance to project plans and specs. ASTM Test #: To the best of my knowledge, the a SuperintendenURepresentative: Equipment/Asset Number(s): 1 WAS NOT performed in accordance with the approved plans, specifications, and reg u _ . remengo Technician: George Naill 05144 Welding Inspection Report.doc Revision Effective Date: 5/25/05 The reformation provided on thin report is prepared for the exclusive use or the diem, This report may not be reproduced in any format without the written permatsion of the client and Krazan & Associates CAI(kraz an & A$ s o c I A T E S, , N"C. REPORT N0 - 6316DFRO92407 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09/24/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: 006-147 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER Sunny TEMP: 52 F Reinforced Masonry 1) Performed visual inspection of masonry reinforcing steel Fire sprinkler_riser room, PSE Natural gas Room 8" to 12' elev. Grid 18.8 -19.2/L.9 -N Revealed resteel to be complete per plans and specs. 2) Stoneway mix # 7034 was placed by grout pump and mechanically consolidated by H -F vibration Twice. Monitored grout placement for flow ability and consolidation. Base Plate Grout -1) Performed visual inspection of base plate grouting at columns 19/D.4, 19/E.5, 18/D.7 verified prior - • To placement of grout cleanliness of areas to be grouted and free of debris. Monitored site mixing Of Euclid high flow grout per manufacturers recommendations and placement of grout ensuring Displacement of voids. 2) Sampled grout and cast 1 set of (3) 2x2x2 cubes for testing reference CR# 900019 for test data. EquipmentlAsset Number(s): To the best of my trnowledge. 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 Stat Form I501 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 8.ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 24 Sept 07 PROJECT #: 066-06316 PROJECT: LOCATION: Westfield Mall Exp South Center KRAZAN PROJECT MANAGER: KEG - - FIELD REPORT NO.: -092467h -t -. CONTRACTOR: Baley Const PERMIT NO: INSPECTOR: D06-245 B Thompson JURISDICTION: Tukwila WEATHER: Clear TEMP: 75 1) Met with contractor to verify placement and type anchor system being used and type of epoxy. 2) Epoxy twenty-nine dowels into grade beam at grid line L.6 -N.215 using Hilti epoxy with exp date of . - - 04/09 3) Contractor followed manufactured instructions as per to Hilti epoxy system. Equipment/Asset Number(s): ro the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the ap roved pans cations, and regulatory requireme 3uperintendent/Representative: Technician: Benjamin Thompson 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 oldie client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QKrazari&ASSOCIATES,INC. FIELD REPORT NO.: 6316DFRO92517 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 09/25/2007 PROJECT t 066-06316 PROJECT: LOCATION: Westfield South Center Expansion South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: JURISDICTION: WEATHER: G. Naill / B. -Thompson - City of Tukwila - Cloudy TEMP: 64 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of level 3 SOMD reinforcing steel C -E.8/18-19 revealed resteel to be Complete per plans and specs. 3) Verify clearances prior to placement. 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 Nail! Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. azan &ASSOCIATES, INC..- -" GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION _REP_ORT NO. 6316SS092507 DATE: 09-25-07 CONTRACTOR: Baley Construction __ PROJECT #: 066-06316 PERMIT NO: -- D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill - LOCATION: South Center Mali JURISDICTION: Ci f of iukwiia = - KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloud* - Temp: 64 F STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. MATERIAL ID U.T. M.T. P.T. Performed continuous visual inspection of Brace Frame welding level 2, 3 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections 1.7113.1 to L.2.1/15 level 2 Location: X Welder qualification/certification verified for Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG - Other - Weld Size X X X 3/16" %" 5/16" 318" Other. ' puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test* To the best of my knowledge, the above WAS / WAS NOT performed in accordance with the approved plans, specifications, and reg Superintendent/Representative: Technician: George Naill 05104 Woiding Inspection Report doc The information provided en this report i! prepared for the exclusive use of the client This repot may rpt be reproduced in any format without the uIinee permission evisio, 1 Effective Date: 5125805 diem and Kneen & Associates 0---AKrazan &ASS°CIATES,INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 25 Sept 07 FIELD REPORT NO.: o925o7h[ CONTRACTOR: Batey Const PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Exp INSPECTOR: B. Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER KEG WEATHER: Mist TEMP: 65 1) Meet with contractor to verify placement and type of concrete being placed and grout. 2) Sampled concrete and cast 1 set of (4) 4 x 8 test cylinders reference cylinder report 092507-1, for test results. Sample grout and cast 1 set of 2 x 2 test cubes reference cylinder report 092507-2 3) Concrete was place at locations, 3rd deck 19.2 -201C -E grid lines and grout was placed Grout columns bases at grid lines 15 -17/M -K. For resteel reference report 06316092507. 4) Epoxy sixty-five dowels into the Mezz deck for wheelchair ramps with Simpson epoxy system with the Exp: 04/2009. Contactor follow all directions as per plans and spec. - Equipment/Asset Number(s): To the best of my knowledge, the above WAS (81I WAS NOT 0 performed in accordance with the ap oved plans, specifications, and regulatory requiremcre, Superintendent/Representative: Technician: Benjamin Thompson 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. sta IKra..zaii 8,ASSOCiATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-26-07 PROJECT* 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL WELDING INSPECTION _REPORT NO.: 6316SS092607 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy Temp: 68 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T.._ .. _ P.T. -- Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 2 Performed visual inspection of fit -up and monitored welding. of Full pen special moment frame connections L.7/13.1 to L.2.1/15 level 2 Location: Theater Roof Framing 6 -16.4/C -K welded and bolted connections. Level 3 metal deck puddle welds, button punch and nelson studs. A -E/19-25, A -C/16-19 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: weld Size X X X 3116" 'f." 5116" 318' Other: % puddle Codes: X X X X AWS RISC IBC ASME— Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be completeper plans and AWS D1.1-2006, D1.3-04, RCSC rev. 2000. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed ultrasonic examination of full pen welded connections level 3 cantilever beams and Column - Splices with no relevant indications noted reference report # 6316NDE092607 for test data and locations. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abo� Superintendent/Representative: AS WAS NOT performed in accordance with the approved plans, specifications, and regulato Technician: George Nai 05104 Welding impection Repon.doc Revision I Effective Date. 5/25105 The information provided on this report is prepared foram enclurive use of the client This report may not be reproduced itt any format without the written permission of the client and Krazan & Associates. SKr alJa1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-26-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASDNIC EXAMINATION REPORT NO.:-1316NDE092607 CONTRACTOR: Baley Construction PERMIT NO: INSPECTOR: MISC: DOS -]47 G. Nail! WEATHER: Mostly Cloudy TEMP: 68 F x STRUCTURAL STEEL1 OTHER _ n FIELD/SHOP WELDING I X l V.I. F-1 MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material -Thickness Ref. Dwgldetail -- CIS _. Weld Joint Process CJP Standard No. AWS Xx Various _Weld FCAW Calibration Standard 11W roc - - Level 3 cantilever connections Level 3 column splices Pcmk's/ rid lines p- si g o a O f1,� d ti ; 'ft' PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.5.5 DISCONTINUITY INFO REFERENCE REPORT NO. 0z A DEFECT LEVEL 8. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING c r ! a s a Z J g 17 La DISTANCE FROM WELD CENTER.' DISTANCE FROM WELD END •Y" A/19 N&S face BF only 2 x 70 1.2 59 A121 S face BF only 1 x 70 1-2 59 J.8110 N&S face, web 3 X 70 1.2 59 J.8/11.1 N&S face, web 3 X 70 12 59 J/11.1 E&W face 2 X 70 1-2 59 3.10112.5 E&W face, web 3 x 70 1-2 J 59 4 1 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 14 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 14 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the abov ! WAS NOT performed in accordance with the approved plans, specifications, and regulato Technician: George Nail Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93108 11025 Lone Palm Ave., 88G, Modesto, CA 93351 545 Parrott St. San Jose, CA 95112 + (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (404) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave N,W. Suite 101 Pyyaih , a. 98371 20714 State Hwy 305 NE, Sre 3C, ' u sbo, WA 98370 19501 144t° Am NE 4F-300, Woodinville, WA 98072 The information provided on this report is prepared he' the exclusive use of the client. This report may aot be reproduced in any farms without die written pertnisaton of the • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425) 485-5519 05105 UT Report Rev 1 Effective 5/25105 1/20/05 client and Krazan & kisociam FIELD a:A Kraz an. &AssOCIATES,INC REPORT NO.: (192607h1 _ � GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 26 Sept 07 CONTRACTOR: Batey Const PROJECT #: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield Mali Exp INSPECTOR: B. Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Overcast to Clear skys = _ - - TEMP: 64 -- —__ 1) Meet with contractor to verify placement and type of concrete being placed. t-= 2) Sampled concrete and cast 4 sets of (4) 4 x 8 test cylinders reference cylinder report 092607-1, 092607-2, 092607-3, 092607-4 for test results. 3) Concrete was place at locations SOG grid lines 1 -5/A -J and grade beam GB1 at grid line 4 -5/K -N.4 . For resteel reference report 06316092607. Equipment/Asset Number(s): ro the best of my knowledge, the above WAS ® !WAS NOT 0 performed in accordance with the approved plans, specifications, and r ulatory requiremet r >uperirftendentfRepresentative: Technician: Benjamin hompson Offices Serving the Western United States Form 15(31 r.( Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may riot be reproduced in any format without the written permission of the client and Krazan & Associates. Ql(raz an. &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT -NO.: 6316SS092707 DATE: 09-27-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G, WEATHER: Mostly Cloudy Temp: 65 F tISTRUCTURALSTEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T, M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 2 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 level 2 Locatfon: Level 3 framing welded and bolted connections A -E/19-25, A -C/16-19 X Weider qualification/certification verified far. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16" W 5116" 3/8" ._ Other: % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES °/a COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, D1.3-04, RCSC rev. 2000. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed ultrasonic examination of full pen welded connections level 3 cantilever beams and pipe Column splices with no relevant indications noted reference report # 6316NDE092707 for test data and Locations. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans. specifications, and regulato Technician: George Naill 05104 Welding Inspection Report,doc ...., n 4 ecitve Date Sl2Vo5 The information provided on this report is prepared kir the exclusive use of rhe client This repon may not be reproduced in any format without the written pa -mission of the -Client and Kraran & Associates. IKrazari&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-27-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. -ULTRASONIC EXAMINATION REPORT NO.: 6MM6NDE092707 CONTRACTOR: Baley Construction PERMIT NO: 006-147 INSPECTOR: G. Nadi MISC: WEATHER: Mostly Cloudy TEMP: 68 F X STRUCTURAL STEEL OTHER F FIELD/SHOP WELDING n V.T. n MATERIAL ID - X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1.1/Other D1.1.1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg[detai! CIS Weld Joint CJP .Standard No. AWS Xx s _ - Various, . _WeJdProcess FCAW Calibration Standard I1W xx Level cantilever connections Pipe column splices Pearid lutes s 6 LI 13 PROCEDURE LEGEND I 1 ct DATA DESCRIBED IN AWS 0.1.1 _ DISCONTINUITY INFO iEFERENCE REPORT NO- ,,5 " d S. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH {ANGULAR DISTANCE) r bEPTH FROM SURFACE 'X DISTANCE FROM WELD CENTER '9('I DISTANCE FROM WELD END'Y' A117.6 S face BF onl 2 x 70 1-2 59 A/24 N&S face BF only 2 x A. 70 _ 1.2 59 Column pcmk 28003 1 X 70 1-2 59 _Column pcmk 28005 1 X 70 1.2 59 Column pcmk 28007 1 X 70 1-2 59 T Ultrasonic Test (UT) Equipment Make: USN 581 SN 013K1L CONFORMANCE OF.WORK QTY Conforming Welds: 7 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 7 ASTM Test Method: A587 Frequency MHz To the best of my knowledge, the abov6Aa1WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail! SuperintendenVRepresentalive: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Ione, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 The information provided on this Capon is prepared for the exclusive use of the client 226 N. Sherman, Ste. A. Corona, CA 9288' 922 Valley ave. NW. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144. Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 05105 UT Report Rev 1 Effective 5,25/05 1120/05 This report may not be reproduced in any format without the written permission of the c€iam and Kritzer, & Associates. FIELD KraZarl &ASSOCIATES,INC. REPORT NO..: 63I6DFRo92707-- GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09/27/2007 CONTRACTOR: Baley Construction PROJECT I: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nails LOCATION: South Center Mall - - JURISDICTION: City of Tukwila - KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 60 F Reinforced Masonry 1) Performed visual inspection of masonry reinforcing steel Fire sprinkler riser room, PSE Natural gas= Room 12' to T.O.W. elev. Grid 18.8 -19.2/L9 -N Revealed resteel to be complete per plans and =- Specs. -Specs. 2) Stoneway mix # 7034 was placed by grout pump and mechanically consolidated by H -F vibration Twice. Monitored grout placement for flow ability and consolidation. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, spectlications, and Superintendent/Representative: Technician: George Nail ato requrreme 2 Offices Serving the Western United States Form 1501 El 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. NDE 41a- Krazan. & Associates, In_._. _ _ REPORT NO.: 2376 GEOFECHNICAi. ENGINEERING • ENVIRONMENTAL ENGINEERING - CONSTRUCTION TESTING AND INSPECTION DATE: --- PROJECT #: _0_64' CAC - PROJECT C4A/'.CW4rFS7-FzELQ_- LOCATION: _,Q£1,4N_d_.QR KRAZAN PROJECT MANAGER: __5h' CONTRACTOR: - N PERMIT NO: __ _ . N!_e�i INSPECTOR: __11/.5.0 Qf tV2 L vi.2 MISC: WEATHER: 1N6/.04-___ TEMP 70 gSTRUCTURAL STEEL r FIELD WELDING —i V.T. MATERIAL ID U.T. ; M.T. ' P.T. ULTRASONIC EXAMINATION -REPORT . Specification no. __ _ ____-AW 1 1.1-96 /NDE -UT -1-_._— Material Alloy CJ Weld Joint .. _CSP Standard no. --- WS D 1.1-96 Table :+ -- - -- Material Thickness--R-Y=- Weld -Process— P - '- Calibration Standard -- - IIW type 1 o • SC Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. BE=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T $r f=tqp'and'bottorii ftange .DATA DESCRIBED INAWS01.1, DISCONTINUITY INFO 1 PC. MK./ Grid Line w o w C7 w w Q O • a. U W a • w w Li 3 Q a 0 a, �1 39V ..__.1tPLAir€ kcY-_ _1034,41 o ci o /o D I C { 1 z - i_ O Z W w 1- 0 u,i Q ; J > I W 0 0 . Q - Z raa • . 1 LU 1wwo w cr = m z zI t Z E. cn w o 1 2 Z; 0 i 0 ¢ a o O z W . ..� 4 CO I `G U1 t p / •a • r 74z _,__ ID • 1741, 7? t__ — / , 4 • 1 741 r1 1 -H • Z a u_ ccw V U U i w Z ' Z . Fes- it _ w _n. Cnr 0 _ w O L ft I Ultrasonic Test (UT) Equipment ';' i- HOURS Make: kki?_ SN_SW__, * QTY Conforming Welds ' DESCPT l� IN OUT ST i • OT 7 MIL Transducer: size SN—QTY Nonconforming Welds tI r i Couplant_sr QTY Examined Weldsa I ! ASTM Test Method: A587 Frequency: To the best of my knowledge. the aDo e WAS AS NOT performed in accordance with the approved plans, specifications: and regulatory requirements. Superintendent/Representative: Technician: CONFORMANCE OF WORK • 4 - -1 •1 1 215 West Dakota Avenue, Clovis Ca 93612 4237 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave. Ste. 2E Mcdesto, CA 9535! 545 Parrott St., San Jose, CA 9.5'1Z 123 Commerce Circle. Sacramenr,, CA 95815 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 • (916) 564-2200 226 N. Sherman, Ste <Corona, CA 92880 1501 15th Street NW, 4106, Auburn, W4 98002 20714 State .Route 305 N.E_, Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Wocdinvllle, WA 98072 11913 N. 5. 103rd Avenue. Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5579 • (36C) 254-3200 !(I'21Zafl &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: ij927(rbt DATE: 27 Sept 07 CONTRACTOR: Baley Const PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Exp INSPECTOR: B. Thompson - LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Overcast TEMP: 64 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of 0) 4 x 8 test cylinders reference cylinder report 092607-1, 092607-2, for test results. _ ;:rare was mace at locations Mezz level east side north, south, and middle handicap ramps ane pack fill columns at grid line 20-25/E.11-5 . For resteel reference report 06316092607 Equipment/Asset Number(si to the best of rty knowledge, the above WAS ® f WAS NOT 0 performed in accordance with the apgi„......7......,lans. specifications, and regulatory requireme p. Superintendent/Representative: Technician: BenjaminThompson 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 oldie client. This report may not he reproduced in any format without the written permission of the client and Krazan & Associates. aZ1 & Associates, Inc. GEEOTECHN4CAL ENGNEERINC • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING An.0 INSPECTION DATE: `+a 1 07 PROJECT#' OGG- 063/6 PROJECT: I-1 ESTE( iA LOCATION: S'4UTN TtAl4ILA KRAZAN PROJECT MANAGER- KEG FIELD REPORT NO: 7 5 8 0 8 CONTRACTOR: (WV C Ngriz1J[ 6 JURISDICTION: C r" r O I To K t3 ILA PERMIT #: (v -- /47 INSPECTOR: I'oAATNAN 19/ WEATHER: OVjf it.C1'ST TEMP: L17 -COIF 00 SITE As kaU 1 IN6 C t 1M toR / R Sp€c rAL IN srcwonl of 5p4'91.16o F; fUTERI AL, iltifEw6,01146 ArvED -- -= 0-11/40 OtTik confincio CA W-" AD Co LEI -QM M3 OIt : fi46 Grove LEvE L ikgromoc ser neoc. Aok ,�ECT�ED s irL1$- JC i as F 846E, co`G tfacr tams pan 4 06c.4n i� p. rTl1/cktJf 5 Is wt 'Oizma on) *TM kreizak,o PLATAS_ Equipment/Asset Number(s): To the best of my knowiecsge the abov: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem ^ si Superintendent/Representative: 1501 Field Repoli dirk Technician: v a ► �rw V Serving the Western U ed States RevLyinfr 1 Effective Date' 5125515 The :nru.nualion prtmded nn phi, ^•4v'.rt nrr::red for Inc!exciastvr uwr nt the hien! Thi, reptn may nor ',x ieprudur ed in Jr:'format atahora the written perrtns ii rt Ott the ; licnr tnJ Kraran ,f A,uicintr. I<1aZar1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 28 Sept 07 PROJECT #: 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: o92so7ht CONTRACTOR: Baley Const PERMIT NO: - D06-245 INSPECTOR:.. B. Thompson JURISDICTION: Tukwila WEATHER: Overcast TEMP: 67 - 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 1 set of (4) 4 x 8 test cylinders reference cylinder report_0928-07-1, for test results. 3) Concrete was place at locations grade beams 2.5 -3/K -M.13 .For resteei reference -report 0631609280 ~ - 4) Epoxy four dowels into grade beam K.3/2 with Simpson 22 epoxy system contactor followed the Instructions, with exp date:09/2009 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 regulatory requiremeVit Superintendent/Representative: Technician: Benjamin Thompson 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 oldie client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(1h1aZaJT1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-28-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION - REPORT NO.:- 6316NDE092807 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Neill MISC: WEATHER: Mostly Cloudy TEMP: 65 F P-1( STRUCTURAL STEEL OTHER FIELD/SHOP WELDING 1 ^ i V.T. n MATERIAL ID F X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC - Material -Alloy Material Thickness Ref. Dwg/detail CJS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard INV xx - Special moment frame Cp welds Pcmk's/ arid lutes g vpl 3 W a a REJECT rROCEDURELEGEND r TRANSDUCER ANGLE DATA DESCR1BED-W AWS 0.1-1 DISCONTINUITY INFO REFERENCE REPORT NO. 0i J kDEFECT LEVEL B. REFERENCE LEVEL U LL Z 0 a_ 0 b. DEFECT RATING SOUNDS PATH (ANGULAR DISTANCE) x J DEPTH FROMSURFACE DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END 'r Second erev (013.1 E face T&8F, web 3 x 70 1.2 59 •t 13.5 w Face T&BF only 2 x 70 1.2 59 1- 1 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK, _. QTY Conforming Welds: 5 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 5 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the ab i SuperintendentlRepresentatNe: AS NOT pertortned in accordance with the approved plans, spearitations, and regulato Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93306 1025 Lone Palm Ave., 88G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 The information provided on this report is prepared for the exclusive we of the thew 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 9: 0 19501 144th Ave NE $F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 05105 UT Report Rev I Effective 545,O5 1122a/05 This tenon may not be reproduced in any format without the written permission of the diem and Krazan & Associates- I(ra.zari &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT, NO.: 6316SS092807 DATE: 09-28-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: 006-147 PROJECT: Westfield Mail Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Q STRUCTURAL STEEL WEATHER: Mostly Cloudy Temp: 65 F X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 2 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 level 2 Location: X Welder qualification/certification verified for. Previously verified. x Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X X X 3116" %." 5116° 318" Other: a/. puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed ultrasonic examination of full pen welded connections Special moment frame with no relevant Indications noted reference report # 6316NDE092707 for test data and locations. ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the a • e WAS ! NOT performed in accordance with the approved plans, specifications. and reg Superintendent/Representative: Technician: George Nail 05104 Welding gapeenon Report..doe The information provided on this repels 13 prepared for the exclusive use of the client. This report may not be reproduced in arry fonntt without the written perm: virirnr I Effective Date. 5/25!05 of the client and Kazan & Associates. KraZan &A&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 09-29-07 PROJECT t 066-06316 PROJECT: Westfield Maff Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. WELDING INSPECTION REPORT NO.:. _ 6316SS092907 CONTRACTOR: Baley Construction PERMIT NO: 006-147 INSPECTOR: G. Naill JURISDICTION: _ City of Tukwila WEATHER: Cloudy MATERIAL ID Temp: 55 F U.T. M.T. P.T. Performed continuous visual inspection of Brace Frame welding level 2 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections - L.7/13.1 to L.2.1115 level 2 Location: Level 1 Brace frame welded and bolted connections B -L/5-17.7 per RFI 1006 X Welder qualification/certification verified for Previously verified. X Pose: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X x SMAW FCAW GMAW SAW Other. Weld Type: x X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116' 14" 5116' 3/8" Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, RCSC rev 2000. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and regulate Technician: George Naill 05104 Welding inspection ffffepection Report doe E c ctgste:5r15105 The illf0111116011 provided on this report is prepared Por the exclusive nee or the client, This repot may nut be reproduced in any format without the mitten permission of the client .. Kramn & Associates. UKrazan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-30-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. WELDING INSPECTION REPORT 6316SS093007 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Naill JURISDICTION: City ofTukwila WEATHER: Rain MATERIAL ID Temp: 55 F U.T. —M.T. P.T. Performed continuous visual inspection of Brace Frame welding level 1, 2 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 level 2 Location: X Welder qualificationlcertification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metals E71t, E7018, 68022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X _ _ FILLET C.P. P.P. PLUG Other. Weld Size X X - X 3116" Y." 5/18' 318' Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. ASTM Test #: To the best of my knowledge, the abov Superintendent/Representative: Equipment/Asset Number(s): AS NOT performed in accordance with the approved plans, specifications, and Tectmician: George Naill 05109 Welding Inspection Repart.doe sion I frective Date- 5/25/05 The information provided on this report is prepared for the occlusive we or the client. This report may Dottie reproduced in any format without the written percussion attic ient aad Krazan & Associates �1Z1 & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE. De kL 1, ,217 PROJECT #: / 0‘3/ PROJECT: LOCATION: KRAZAN PROJECT MANAGER: FIELD REPORT NO: 7 6 9 8 9 CONTRACTOR: —3,2_1/4/ JURISDICTION: C iox3ERM1T #: —4)1) INSPECTOR: WEATHER: T {to; 1_ c.� TEMP: 0'73'. v� ,oy iPW�ai7 a 0 boa)A z..1.2e-4e t.Sa74 i r,28 {�C 200.E /90j . G . $' CIG /CI 12 710 t do' (40-- /O — (--yr) t y EPrt_ fr.,,e At* , 1 5`'2 0 . SR° 6.2 5.(77 - ria -LA _ALLAQ efLci 6_,t,a_im 3/5-D & O 5740Truz• .L. Ai kujA, 6Ata 06.0 o ef- lako/7--A � 1540 c JI "el 72r ) r1 L4. Q 0')e p 07.2 / 1.v aQ Pt5 x r c Equipment/Asset Number(s): To the best of my knowledge, The above Superintendent/Representative: i WAS NOT performed In accordance with the approved plans, specifications, and regulatory requirements Ian Cain Serving the Western United States 15!11 Field Repnrr.doc Revision 1 Effective Dior. i1231fi3 The •ntormation prnvuled .an this ref.,' Is pre! ,red for the exduslve use If the client This r pint may gut he reproduced ]n any !omrtt v,thuut the wntten permrouon of ihr ;?irnl and Ketean dt A�ux'tates QKraz an&AsSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD - REPORT NO.: 6316DFR100107 DATE: 10/01/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion PERMIT NO: INSPECTOR D06-147 G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K. E.G. WEATHER: Mostly Cloudy TEMP: 60 F Reinforcing Steel 1) Met with the contractor to verify locations of inspection and review plans. 2) Performed visual inspection of Level 3 S.O.M.D. grid 16 -19/A -C, 19 -22/A -E.75 and level 1 grade Beams K/4 -K3/3, L.1/3 -L/4.2, L.9/3 -M/4, M.11/3 -N/4 revealed resteel to be compteteper plans And specs. 3) Verify clearances prior to placement of concrete. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®! WAS NOT 0 performed r accordance with the approved plans, speciflcatio .f . : _ = requiremelee Superintendent/Representative: Technician: George Nail Offices Serving the Western United States Form 1501 r. 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 &ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 01 Oct 07 PROJECT #: 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: i. wlltmt CONTRACTOR: Batey Const PERMIT NO: D06-245 INSPECTOR: B. Thompson JURISDICTION: - Tukwila WEATHER: Overcast TEMP: 56 1) Meet with contractor to verify placement and type of concrete being placed. - 2) Sampled concrete and cast 4 sets of (4) 4 x-13 test cylinders reference cylinder report 1000107-1, 1000107-2, 1000107-3, and 1000107-4 for test results. 3) Concrete was place at locations grade beams. Third deck slab 16 -19/A -C ,19 -22A -F.75 and elevator pit wall L6- M.10.5. For resteel reference report 06316100107 Equipment/Asset Number(s): ro the best of my knowledge. the above WAS ®f WAS NOT 0 performed in accordance with the app arts, specifications, and regulatory requirem0r Superintendent/Representative: Technician: Benjamin Thompson 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 Kraz an&Assoc,ATES, I NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10/01/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR100107 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Naill JURISDICTION: City of Tukwila WEATHER; Mostly Cloudy TEMP:.. 60 F Reinforcing Steel 1) Met with the contractor to verify locations of inspection and review plans. 2) Performed visual inspection of Level 3 S.O.M.D. grid 16 -19/A -C, 19 -22/A -E.75 and level 1 grade Beams K/4 -K.313, L.113 -L14.2, L.9/3 -M/4, M.11/3 -N/4 revealed resteel to be complete per plans And specs. 3) Verify clearances prior to placement of concrete. Equipment/Asset Number(s): 5, To the best of my knowledge. the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans. specifications, a nag uireme j Superintendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(_t21.Z3I1FIELD 8�ASSOCIATES,INC. REPORT NO.: 6316DiFR100207 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10/02/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Naill LocATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Rain TEMP: 55 F Reinforcing Steel 1) Met with the contractor to verify locations of inspection and review plans. - 2) Performed visual inspection of grade beam reinforcing steel J.8 -M.11/3-4 revealed resteel to be Complete per plans and specs 3) Verify clearances prior to placement of concrete. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®I WAS NOT © performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technidan: 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 Krazan & Associates. anQKraz&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10-01:07 PROJECT ilt: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION -REPORT NO.: 6316NDE100Z07 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Neill MISC: WEATHER: Rain TEMP: 55 F Xj STRUCTURAL STEEL TI FIELD/SHOP WELDING 1 X ( V.T. OTHER MATERIAL ID X U.T. Ultrasonic Test (UT) Equipment Make: USN 58L SN OI3K1L CONFORMANCE OF WORK QTY Conforming Welds: 23 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 23 ASTM Test Method: A587 Frequency: 225 MHz To the best of my knowledge, the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave .,118G, Modesto, CA9S3S1 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A. Corona, C 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 Stale lIwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 140 Ave NE 4F-300, Woodinville, WA 98072 uirem • (909)5494188 • (253)939-2500 • (360)598-2126 • (425)485-5519 05105 LIT Repan Rev I Effective 5/25/05 1/20105 The information provided an this report is prepared for the exclusive use of the client. This report may 1101 be reproduced to any format without the written permission of the client and Kronen St Associates. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other AWS DI .1-1/Table 6 IIW Type 1 or DSC Materiat Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. Xx Various Weld FCAW Calibration Standard xx Special moment frame Cp welds 13.1-15/L.5 SMF Column splices Pcmk's/ Arid lines5 QUANTITY OF MEDS r5 PROCEDURE LEGEND SDUCER ANGLE DATA DESCRIEEO IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. 0 J A DEFECT LEVEL 1 w ui t C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) Z J DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER'X' DISTANCE FROM WELD END Roof level grid 13,1 E face BF, web 2 x 7o 1-2 59 Roof Ievel9rid 13.5 W. face BF 1 i x 70 1-2 59 Roof level grid 13.5 E. face BF, web 2 X 70 i2 59 Mezz level grid 13.1 W. face T&BF, web _ 3 X 70 1-2 59 Mezz level 13.5 E. face T&BF 2 X 70 12 59 13.5 W. face W. face T&BF, web 3 X 70 1-2 59 Lvf 3 13.5 W. face BF 1 X TO 14 59 Lvl 3 E. face TSEIF, web 3 X 70 1-2 59 r Lvl 3 + at 13.1 E&W face, web 3 X 70 1-2 59 Lvf 3 + at 13.5 E&W face, web 3 X 70 1-2 59 Ultrasonic Test (UT) Equipment Make: USN 58L SN OI3K1L CONFORMANCE OF WORK QTY Conforming Welds: 23 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 23 ASTM Test Method: A587 Frequency: 225 MHz To the best of my knowledge, the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Nail 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave .,118G, Modesto, CA9S3S1 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman, Ste. A. Corona, C 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 Stale lIwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 140 Ave NE 4F-300, Woodinville, WA 98072 uirem • (909)5494188 • (253)939-2500 • (360)598-2126 • (425)485-5519 05105 LIT Repan Rev I Effective 5/25/05 1/20105 The information provided an this report is prepared for the exclusive use of the client. This report may 1101 be reproduced to any format without the written permission of the client and Kronen St Associates. IKraZ2lJ1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT_NO.: 6316SS100207 DATE: 10-02-07 CONTRACTOR: Beley Construction PROJECT #: 066-06318 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nails LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Li STRUCTURAL STEEL-= WEATHER: Rain Temp: 55 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed continuous visual inspection of Brace Frame welding level 1, 2 Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 Location: X Welder qualification/certification verified for. Previously verified. X Peon: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filier Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16" t/: 5/16' 318' Other. V. puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Welding and bofting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of Full pen welds Special Moment frame with no relevant indications Noted reference report 6316NDE100207 for test data and locations. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge. the abgvaila4[trf WAS NOT performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Nail 05104 welding lrapection Repon.doe The inth oration provided os this report is prepared for the exclusive use ohne client- This report may not be reproduced in any format without the written Revision Effective Data 5125)05 ssion of the client and Knmen k Associates aKraz1 FIELD &ASSOCIATES,INc. REPORT NO.: 100076t GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 02 Oct 07 CONTRACTOR: Baley Const PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Exp INSPECTOR: B. Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Rain TEMP: 55 - 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 1 sets of (4) 4 x 8 test cylinders reference cylinder report 1000207-1, for test results. 3) Concrete was place at locations grade beams. J.8 -M.11/ 3-4 grade beams. For resteel reference report 06316100207 Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed In accordance with theap! loved plans, specifications, and regulatory requireme' Superintendent/Representative: Technician: 1 Benjamin'Thompson 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. azan & Associates, Inc. GEOTECHNICAL ENGINEERING . ENVIRONMENTAL ENGINEEATNG CONSTRUCTION TESTING AND INSPECTION yy ^ O� DATE: 1 Q PROJECT #.OGG- os3(6 PROJECT: V ttIC.LO PiNU-- LOCATION: SCISM C41\11%)-- "TAO ILP KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO: 7 5 8 2 2 CONTRACTOR: EWL GioS'j"wcr MN JURISDICTION: PERMIT #: pVo-d INSPECTOR: TON/11.1 WEATHER: (){L`( act) TEMP g- ss o (:11 SrTc AS RFc umerEo T Co .W.1 b Fad& Sfc.IAt jNS D0A) of S k aL( isipti60 Fr REP oc AT6 L - (qoki [roe © -1-146_41*(50661 s. BUS ITE T N SMT +NIG F«C Qtork (WW1. oN an o now UNDER S I DE of t LoaR3. 'Fm6?Ro mkrEizi AL USO. n otsk Kole 6 / 1 y w(M10�C.orr 1kccsie R Nia, . k€ I �s sc-to iGfe a B r0 c . F -rt AREAS 'r -M) r T� fi 8001- m ATGRJ AL _ A.Ol s L) ,6 SIO MO QottSTEo c 5T Tt T CwnrrtfkiNc^CO �, .W t 6 ikinR Q Maw kkGoks GsT Frx . CokrroakcitilPPL s m lit6 PPtk loC tam CLQ crfs Spak' I N% M ctO kNo Se-cac:x txp.ak_ 111E aces C-gwTOr-va T( SCS Fd t L FiktoPtif MoNOW Equipment/Asset Number(s): t NP mss To the best of my knowledge. the a Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory repuireme► 1501 Fteld Repnrr.du - Technician: Serving the Western Unit d States Revt.um 1 Effective Date. 5125.115 The •n lunnatitrn provided on chi, reptlrt pre:coni for Thr _xrEunrvr u,r of the Irrnr nu; reptn rnnv •ttx he reprulucn! In .mv 'nrnar v ihuur the ./written permis:ion 1 rhe c firm .tnd Kraren A szr rrs Ur- K r a z an_ &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 100307bt DATE: 03 Oct 07 CONTRACTOR: Baley Const PROJECT*: 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG PERMIT NO: D06-245 INSPECTOR: B. Thompson/G.Naill JURISDICTION: Tukwila WEATHER: Overcast TEMP: 48 !__.. r_ ----W. _ _..__.1_ 1) Meet with contractor to verify placement and type of epoxy dowel being placed. 2) Place twelve #5 rebar around transformer room at grid lines 3 -4.11/B.2 -C.2 with Simpson 22 epoxy System with exp:07109 3) Contractor followed the directions, and per plans and specs. 4) Observed contractor pour and vibrate grout at cmu block wall at grid lines 3 -4.11/B.2 -C.2 one of three lifts. Resteel was place as per spec and plans. 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 requireme ! :5 SuperintendenVRepresentalrve: Tethnidan:.r Benja n Thompson/G. 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 exctusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «Krazan ULTRASONIC EXAMINATION &AsSocIATEs, Nc. REPORT NO.: 6316NDE100307 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10-03-07 PROJECT # 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Safety Construction PERMIT NO: INSPECTOR: MSC: D06-147 G. Naill WEATHER: Cloudy! Rain TEMP: 55 F X STRUCTURAL STEEL OTHER fl FIELD/SHOP WELDING DTI V.T. n MATERIAL ID X U.T. Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 foster Ave., Bakersfield, CA 93308 1025 Lorre Palm Ave., NSG, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 m 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Sae 3C, Poufabo, WA 98370 19501 144a Ave NE #F-300, Woodinville, WA 98072 The informarinn provided on this repos is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425) 485-5519 05 I os UT Report Rev_ 1 Effective 5f25/05 1/20N65 client and Krazan & Associates. ULTRASONIC EXAMINATION REPORT . Specification No. AWS D1.1-1/Other AWS D1.1-1/Table 6 IIW Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CP Standard No. Xx Various Weld FCAW Calibration Standard xx Re -inspection previously reported rejectable indications lc Pcm's/ grid lines O rat W 0 Q r` n w w ul g w g DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) = 21- DEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER DISTANCE FROM WELD ENO "V" Level 3 K.9/12.8 E. face BF 1 x 70 1.2 58 Level 3 J.8/13.8 E. face BF 1 x 70 1-2 58 Level 2 A/18 N. face BF 1 X 70 1.2 58 L -r Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 3 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 3 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 foster Ave., Bakersfield, CA 93308 1025 Lorre Palm Ave., NSG, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 m 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Sae 3C, Poufabo, WA 98370 19501 144a Ave NE #F-300, Woodinville, WA 98072 The informarinn provided on this repos is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425) 485-5519 05 I os UT Report Rev_ 1 Effective 5f25/05 1/20N65 client and Krazan & Associates. IKraZ2llT1 StASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS100307 DATE: 10-03-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 _ _PROJECT: Westfield Mali Expansion INSPECTOR: G. Nath LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: " Cloudy/ Rain Temp: 55-F STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) Inspected: X V.T. MATERIAL ID U.T. M.T. P.T. Welding in process T.S. frame at Skylights. Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7113.1 to L.2.1/15 Location: X Weider qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' '4" 5/16° 318' Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete perplans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abo Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and Technician: George Naill 051.04 Welding hrpection Report.doe lion I Effective Date: 5/25105 The information provided an this report is peepsred for the exclusive use of the client. This report may not be reproduced in any format without the written permission the client and Kremlin & Aasocieres. QKrI(i'azaii &ASSOCIATES,.. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS100307-2 DATE: 10-03-07 CONTRACTOR: Baley Construction PROJECT #: 086-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail' LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy/ Rain Ternp: 55 F jiSTRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Ultrasonic re -inspection of previously rejectable indications. Location: X Welder qualification/certification verified for. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X X X 3/16' %" 5/16" 3/8" Other: '/i puddle Codes: X X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE This report is intended to clear the following previously reported as not in conformance connections listed On the discrepancy log. Item 11 Ultrasonic rejectable indication in full pen weld level 3 K.9/12.6 Item 14 Ultrasonic rejectable indication in full pen weld level 3 J.6/13.8 Item 16 Ultrasonic rejectable indication in full pen weld level 2 N18 These items have been repaired and ultrasonic examination revealed no relevant indications to be noted Reference report 6316NDE100307 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the ti-i__WAS NOT perfomled In accordance with the approved plans, specifications, and regul Superintendent/Representative: Technician: George Naill 05104 welding lnspe tion Repon.doc Revision d Effective Due. 5125105 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 diem and Kmran dC Aaeacialea. Ql(raz &ASSOCIATES,INC. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL, ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04 Oct 07 FIELD REPORT NO.: 100410mmt CONTRACTOR: Baley Const PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Exp INSPECTOR: B. Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Overcast TEMP: 50 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 1000407-1, 1000407-2. 3) Concrete was place at locations. Third deck slab 23 -25/A -D, For resteel reference report 06316/0010 Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT © performed in accordance with the ap oved plans, s • tions. and regulatory requiremerfif Superintendent/Representative: Technician: Benjamin h mpson 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. 11(lhiraZarl &AssoCIATES,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS100407 DATE: 10-04-07 CONTRACTOR: Baley Construction PROJECT # 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. t-74 STRUCTURAL STEEL WEATHER: Cloudy Temp: 50 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Welding in process T.S. frame at Skylights. Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1115 Location: Visual inspection of Brace frame welded and bolted connections level 2 A -N/5-15 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3116" Y4 5116" 318" Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, RCSC rev 2000. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of full pen welding of SMF with no relevant indications noted reference Report 6316NDE100407 for test data and locations. ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge. the abo feT AS SAS NOT performed in accordance with the approved plans. specifications, and reg Superintendent/Representative: Technician: George Naill 05104 welding Inspection Rep ort.doc 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 the written permission o evision I Effective Date. 5725/05 client and Kraan & Associates. IKraZ2UT1aZan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10-04-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE100407 CONTRACTOR: Batey Construction PERMIT NO: D06-147 INSPECTOR: G. Nails MISC: WEATHER: Cloudy 3 TEMP: 50 F n STRUCTURAL STEEL F FIELD/SHOP WELDING V.T. OTHER MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1!Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard !IW xx Re -inspection previously reported rejectable indication SMF Full pen welds L.6/14 Pcmk's/ !?rid lines e 90 0 t i, 4 U PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D. t. t DISCONTINUITY INFO REFERENCE REPORT NO. w DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) g w :tEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END -r Low Roof adj L.5111.8 E face BE 1 x 70 1.2 58 Level 3 elev. 15 W. face T&BF 2 X 70 14 58 Lvl 2, 13.1 E. face T&BF, web 3 x 70 12 58 I.vl 2, 13.5 E7W face T&B, web 6 x 70 1.1 58 Ultrasonic Test (UT) Equipment Make: USN 581 SN 013K1L CONFORMANCE or WORK QTY Conforming Welds: 12 Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 EQUIPMENT/ASSET NUMBER(S): L_ Couplant: Sonotrace Grade 30 QTY Examined Welds:12 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed In accordance with the approved plans. specifications. and Technician: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 88G, Modesto. CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Costa. CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, W . 98371 20714 Stale Hwy 305 NE, Ste 3C, Poulsbo A 98370 19501 144th Ave NE RF -300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 + (360) 598-2126 • (425)485-5519 O Slos Ur Report Rev 1 Effective t125105 1120/05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced is any formai without the wind permission of the client end Kraran & Associates. a.!_Jan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR100407 DATE: 10/04/2007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield South Center Expansion INSPECTOR: G, Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 50 F Reinforcing Steel 1) Met with the contractor to verify locations of inspection and review plans. 2) Performed visual inspection of reinforcing steel level 2 S.O.M.D. 17 -25/D -H revealed resteel to be Complete per plans and specs 3) Verify clearances prior to placement of concrete. 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 Superintendent/Representative: Technician: George NalII Offices Serving the Western United States Form t501 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. QKrazIKia.zan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS100407-2 DATE: 10-04-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. NO LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. Ix STRUCTURAL STEEL WEATHER: Cloudy Temp: 50 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Ultrasonic re -inspection of previously rejectable indications. Location: X Welder qualification/certification verified for. X Position; X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E711, E7018, Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X X X 3/16' %: 5116" 318" Other % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE This report is intended to clear the following previously reported as not in conformance connections listed On the discrepancy log. Item 10 Ultrasonic rejectable indication in full pen weld low roof adj. L5111.8. These items have been repaired and ultrasonic examination revealed no relevant indications to be noted Reference report 6316NDE100407 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge. the above i!A ! WAS NOT performed in accordance with the approved plans, specifications. and regu Superintendent/Representative: Technician: George Nail 05104 Welding Inspection Repon.doc Revision 1 Effective Date 5!25!05 The information provided On this report is prepared for the exclusive use of the client. This repot may nos be reproduced in any format nithau the written permission of the client and iKrven & Associates. I'(I'a.Z2UTl $eASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS100507 DATE: 10.05-07 CONTRACTOR: Baley Construction PROJECT It► 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. NO LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 50 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. item(s) inspected: Welding in process T.S. frame at Skylights. Performed visual inspection of fit -up and monitored welding of Full pen special moment frame connections L.7/13.1 to L.2.1/15 Location: Continuous visual inspection Brace frame welding level 1 X Welder qualification/certification verified for Previously verified. x Position: x x x x FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018 Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3116" Yi 5116" 3/8' Other % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, RCSC rev 2000. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of full pen welding of SMF with no relevant indications noted reference Report 6316NDE100507 for test data and locations. Rejectable Ultrasonic examination results are reported on report 6316NDE100507. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: performed in accordance with the approved plans, specifications, and Technician: George Nail 05104 Welding Lapec ion Repon.doc Revision I Effective Date. 5115105 The info`muion provided on this report it prepared for the exclusive use of the client. This report may not be reproduced in any rormat without the written perm' on of the client and Roman 8 Associates is KrazanQULTRASONIC EXAMINATION &Assoc 1 A T E S, I N C. REPORT NO.: 6316NDE100507 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG1NEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10-01-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Batey Construction PERMIT NO: 006-147 INSPECTOR: G. Neill MISC: WEATHER: Cloudy TEMP: 50 F X STRUCTURAL STEEL El FIELD/SHOP WELDING X OTHER V.T. n MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx SMF Full pen welds L.6/14 Pcmk's/ grid lines 9 t] ` w TRANSDUCER ANGLE DATA DESCRIBED IN AWS 0.1.1 DISCONTINLHTY INFO REFERENCE REPORT NO. . A. DEFECT LEVEL B. REFERENCE LEVEL ATTENUATION FACTOR I 1 Q OUND PATH {ANGULAR DISTANCE) Z J bEPTH FROM SURFACE 'A' DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END "Y LvI 2, 14.8 E&W face T&BF 4 X 70 1.2 58 LvI 2, 15 W. face T&BF, web 3 x 70 1.2 58 LvI 3, 14.6 E. face T&BF 2 X 70 1-2 58 Lvi 3, 14.6 W. face T&BF, web 3 X 70 1.2 58 Column splice 14.6 E&W face, web 3 x 70 14 58 Column splice 15 E&W face, web 3 x i 70 1.2 58 Mezz. Lvi 14.6 W face T&BF, web 3 X 70 1.2 58 Mezz. Lvl. 14.6 E. face T&BF 2 X 70 1-2 58 Mezz. LvI. 15 W. face T&BF 2 X 70 14 58 Roof M. 14.6 W. face BF 1 X 70 1-2 58 LA14.6 E. face BF, web 2 X 70 ° 1:1 58 _Roof Roof Lvl. 15 W. face BFT web 2 X 70 1.2 58 Ultrasonic Test (UT) Equipment Make: USN 581 CONFORMANCE OF WORK SN 013K11. QTY Conforming Welds: 30 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 30 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge. the a Superintendent/Representative: / WAS NOT performed in accordance with the approved plans, specifications, and Technician: George Naill 215 Wert Dakota Avenue, Clovis, CA 93612 • (559) 348-2200 226 N. Sherman, Ste. A, Corona, CA 9288 • (909) 549-1188 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave. N.W. Suite 101 Puyallup, W . 98371 • (253) 939-2500 1025 Lone Palm Ave., 880, Modesto, CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Pouf r r A 98370 • (360) 598-2126 545 Parrott St_ San lose, CA 95112 • (408) 271-2200 19501 144° Ave NE kF-300, Woodinville, WA 98072 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25/05 160105 The information provided as this report is prepared for etre exclusive use of the client. This report may not be reproduced in any tone[ without the written permission of the client and Klemm & Associates. QI4(r a.!_J B,AssoCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10/05/2007 FIELD REPORT NO.: 6316DFR100507 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: 006-147 PROJECT: Westfield South Center Expansion INSPECTOR G. Nails LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy TEMP: 50 F Reinforcing Steel 1) Met with the contractor to verify locations of inspection and review plans. 2) Performed visual inspection of reinforcing steel level 3 S.O.M.D. 18 -19/D -J, Level 3 walk area - 16-18/A A.12, Impact wall level 3 A.12/18-20, Sidewalk level 3 17-19/C, 19/C -D.3 revealed resteel To be complete per plans and specs. 3) Verify clearances prior to placement of concrete. Equipment/Asset Number(s): To the best of my knovAedge, the above WAS IN WAS NOT 0 performed in accordance with the approved plans, specifications. and Superintendent/Representative: Technician: George Null 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. t<_razari B�ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 100507bt DATE: 05 Oct 07 CONTRACTOR Baley Const PROJECT #: 066-06316 PROJECT: LOCATION: Westfield Mall Exp South Center KRAZAN PROJECT MANAGER: KEG s PERMIT NO: D06-245 INSPECTOR: B. Thompson JURISDICTION: Tukwila WEAThfER: Overcast TEMP: 50 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 4 sets of (4) 4 x 8 test cylinders reference cylinder report 100507-1, 100507-2, 100507-3, and 100507-4 for test results 3) Concrete was place at locations. Second deck slab grid lines 17 -25/D -H. For resteel reference report 06316100407 Equipment/Asset Number(s): To the best of my knowledge. the above WAS El /WAS NOT 0 performed in accordance with the approved plans, cations, and regulatory requireme r. Superintendent/Representative: Technician: • BenjariK hompson 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(13zaJ1 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06 Oct 07 PROJECT*: 066-06316 PROJECT: Westfield Mali Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 100607bt CONTRACTOR: Baley Const PERMIT NO: INSPECTOR: D06-245 B. Thompson JURISDICTION: Tukwila WEATHER: Overcast //Mist TEMP: 48 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 100607-1, 100607-2, for test results 3) Concrete was place at locations. 3rd deck slab pit 18 -19/D -J, walk area at grid line 16 -18/A -A.12, and retaining wall 18-20/A.12walk way at 17-1916.12-C. For resteel reference report 06316100507 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 requireme' Superintendent/Representative: Technician: Benjamin Tho sm on P 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(I'a.ZaITI &AssoCIATEs, INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 1o06117ht DATE: 06 Oct 07 CONTRACTOR: Galey Const PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Exp INSPECTOR: B. Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Overcast //Mist TEMP: 48 1) Meet with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 100607-1, 100607-2, for test results 3) Concrete was place at locations. 3rd deck slab pit 18 -19/D -J, walk area at grid line 16-181A A.12, and retaining wall 18-20/A.12walk way at 17 -19/B.12 -C. For resteel reference report 06316100507 Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications, and regulatory requirem Superintendent/Representative: Technician: Benjamin Thompson 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. Tan.. &AssocIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 10-08-07 PROJECT #: 066-06318 PROJECT: Westfield Mall Expansion WELDING INSPECTION REPORT NO.: 6316SS100807 CONTRACTOR Baley Construction PERMIT NO: D06-147 INSPECTOR G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. El STRUCTURAL STEEL WEATHER: Mostly Cloudy Temp: 60 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Welding in process T.S. frame at Skylights. Performed continuous visual inspection of brace frame welding level 1, 2 Base plate anchors 17.6 -25/H -N. ( With exception to 1/23 which anchor nut are not fully engaged.) Location: X Welder qualif+cation/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Eller Metal: E71 t, E7018 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X x FILLET C.P. P.P. PLUG Other. Weld Size X X x 3/16' 3: 5/16' 3/8' Other: % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, RCSC rev 2000. Welding and bolting continues in other areas of the building workprogression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and regal' Technician: George Nail! f/ 05104 Welding lmpectioe Reprm.doc Tho information provided on this report is prepared for the exclusive use of the cline. This report may not be reproduced in any format without the written penre vision 1 EfTective Date 5125105 of the client and Kraan & Associates 20 Action Taken Action Required Deficiency Description o Z u = 'a 0 z a r 0 Repaired per plans Reported as corrected 7-12-07 -i Install Per Plans & Specs 1 ® Submit RFI ❑ No. Repair ® Owner Approval Required Gouged out 5 inch long section of weld gusset to base plate Level 1 T 00 1-.; 9 N ,0 - z 0 a 0 z 0 Repaired per RFI 0• a r 0 r 0 z 0 0 Vi y m Q p 3 .? -5 FE 0 E• SV • 0 aion to. c 00 n z 00 0 0z 0 4 rol 00 to rid x i73 0 E r 1 i '4- A 4 eaz 0000 00 .9 N Y r 4 Z 0 z 0 40 Repaired per plans. R 0 1 8 5Tet 0. AI.. — = u E c4 14) Svaz0 0D❑❑ Low roof framing ADJ. L.5/11.8 Action Taken Action Required Deficiency Description 111 Repaired per plans Reported as corrected 10-3-07 ►;� Install Per Plans & Specs ❑ Submit RFI ❑ No. Repair 0 Owner Approval Required UT rejectable indication in the bottom flange East face connection ^i 01 M v i .92 n- Q i^ N 00 .ta z • 0 r - ❑ O .0 0 O "O 0 e-- • - N1 N 00 0 0z v VI Er ci C4 ca TSI rr 0 d .L G. = E °L to Q v rii 'O Q • Z ®❑❑❑ v n O 00 z V O z v a Reported as corrected 10-3-07 Fr • Cr 1 03O 1 . L r .40 a �. � 0La saz n❑❑❑ 00 9 00N 00 z 0 0z 11 -8 o U � Co8 O Da v O 03 U C v vti S 3 :: 1.8/12 east conn. 9 ot eg 4a. =2 2A o • w a y Action Taken 0 0 0 0 z .0 oaf N 00 r- 9 9 O+ 0 0 0 H.8/11.6&11.8 ce z v 0 z 0 8.0 o v N Mewl; o 0= . E A• O� Z2.03 NUIsr M T.) U n 0 0 ri O+ 00 0 z 0 a •0 ¢ = cel 4 K 2 .azo ❑®❑® r •010 M WI 0 4211 O O .H U ^� 4)0 O� DUI TAm-hd§ v 1 E 2 z C7 0 z y MOO o0 OMMW F4.2 Vi tir Ai H^ O 0 6J ▪ Y C7 0 0 M G. Naill #20 0 7.10 0.4 =3 oo or 4 v = en k C v • w o s ZZL) u 0.4 u u 0 0 0 Action Taken 0 z 0 N Reported as corrected 10-3-07 v U 0 iS .c 00 z 0 z t3 0 a 5 ••••••• •Nb .s 3 of t„,oCI* 'a •°0ittii rd N U H.8/11.6 &11.8 0) 4-� ce N 0 In z V 0 0 75 0. 4; • .• 2 .�z0 [lam v • N 0.N 3 N • 0 y 0 cal O 4.1 b O g i N-6 0 y M 7.1 U r 0 rn 0' 0 z 00 v b 7,10 • 034 4 a 0 8.:2 3 " M N 0 3 �, 01)45. v 0 5 o 8 33-0�y 0 1 E r 0 0 0' 0 z 0 a 0 0 e .G 00 3 N 0 0 0' 0 d ss os 3 'a a cam nd� Zz as r.+ w .O 66 (2• i:e ae 0-6 Action Taken b 0 • 0 z a w g2c* J -H• .230 0a Q .5 )0o— •w • 3 42 _goo V) + 0. to •0 ai u la N O C o'o = 2 i y X a+ o �-a a E FH 8 N U 0. NCID =I ,..>0 0 a .6fl^3�o�p 0,0 woo '0-00 0.04910 7,"°°1) . a] 9 bRb 2 -0 72.5 v U ?Jaugg0 a a .9.0 w AA0o.oo._ 0 v r 9 9 z N N r 0 0 0 U V CV =,8 .00—j N Q 5 R c4 .O Ts 2 .9 0 0. SMF Adj. 1.6/14 z N 0 z 1 cn 0 it f=4 0 as t. .5c48 0 3 azo 0000 z Action Taken Action Required Deficiency Description 0 0.0.5 U ■ ❑ Install Per Plans & Specs ® Submit RFI ❑ No. Repair ® Owner Approval Required Observed S&S Framing Driving 3/4x8" lag bolts with sledged hammer to depth at connection per detail 10A/ST8 also glu-laths are not routed per detail 10,10A/ST8 for mounting plate. i P.; Ctii High Roof and Sky Iingt area t o O O r-- Z d — N 0 z 0 us 0 c' > 0 ._ 0 00.00 �°0000. y N .0 y G t.' s`#1 4 s1); J. U V ° d N b4 E z 0 0 0 •A. u O . 0 N O O 0 z z C7 0 Yes 0 No 0 z 0) 0 8. c4 a A a 0 0000 z mrazan & ASSOCIATES, INC. OCT C ,2c0i GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 27, 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 Mali 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. Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdt) DevELOPt,: ,�t Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break dLdlt Ot MbbVl:ldLeb, tilt:. IOU 1 - I."ILII oIIeeL I VV aunts IVC, MUUUI11, VIM i1ODUC, VLOJ) e)y L.7UV Project No. 066-06316 Weather Overcast Cyl. Code 072243 Pour Date 8/21/2007 Report No. 03313 Jurisdiction City of Tukwila Permit No. B06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Types MASONRY PRISM REPORT Preconstruction Prisms Solid Unit Prism Hollow Unit Prism Grouted Hollow Unit Prism X General Infromation Number of Bed Joints 1 Number of Masonry Units Used 2 Date Constructed 8/20 Max/Min Temperture (1st 48 hrs) Hollow Unit Construction X Grouted Hoflow Unit Grouted Mulit-Wythe Prism Mortar Supplier Site Mix Mortar Type Masonry Unit Supplier Masonry Unit Dimension X S Placement Area Inspector G. Neill Location 0' to 14' west loading dock walls K -L.6/8.1-94 Placed by grout pump and mechanically consolidated by Remarks H -F vibrator twice. Sampled at 2 cyds out of 6 cyds total Please refer to Field Report No. 82107 Compression Testing Information Diameter of Spherical Seat Upper Bearing Plate Thickness Lower Bearing Plate Thickness 4" 2" Calibration Date 1-3116" Compression Machine K-001 Oct. 2003 Reported Batch Data Grout Supplier Plant No Time Truck No. Ticket No. Slump (in) Mix Temp (F) Air Temp (F) Stoneway 014 Site Mix 6:20 457 236608 73 65 Mix No. Cern. lbs. F. Ash lbs. C. Agg. lbs. Sand lbs. Water lbs. Admix. (oz) Water Added on Job (gals.) Design Weight 7034 658 658 907 1997 350 907 1983 319 0 Field Test Methods ASTM C143 ASTM C173 ASTM C1064 ASTM C138 ASTM C31 Other Laboratory Data Design Strength 1,900 @ 28 days Cyl. Test Width Height Length Net Code Date Age (in) (In) (in) Area 072243 8/27/2007 7 8 8 12 60.59 072243 9/17/2007 28 8 8 12 62.05 072243 9/1712007 28 8 8 12 60.59 Sample 1 Lab Test Method Results Reviewed By i(Vf Sample 2 1: ASTM C1314 X Max. Load 184934 184554 176992 Sample 3 2: ASTM C109 X Date Specimens Rec'd. Comp. Str. (psi) 3050 4970 2920 3:ASTM C617 X Date Reviewed HR Ratio Corr. Break C.F. (psi) Type Sample 4 4: Other X Sam le 5 X Conforming Non -Conforming Types 1: Conical 2: Cone & Split 3: Cone & Shear 4: Tension 5: Semi Conical 6: Shear 7: Face Shell Seperation Measurement Uncertainties: Porto 04102 Revleiun C Effedtve Date 12102/1K The infommeti n provided on this mood + prepared for die exclusive ,nue dela deriris report may nal be reproduced In any format without the written permission dine client and Krazan & Mood: r%l didrl et KSSUi:leteS, MILL 1 ou I - i otn otree[ PIYY otate i uu, muourn, YYA %FODUL, (L3.1) vau-couu Project No. 066-06316 Cyl. Code 072228 Pour Date 8/21/2007 Report No. 22182 Weather Sprinkles Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. 006-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# Ticket # 6:20 132 191355 Plant No. 201 Slump % Air (in.) 6" Mix Temp. (F) 74 Site Mix Air Temp. (F) 62 Unit Wt. (pcf) Placement Area Location 3rd deck slab and columns E -J/13-16 and grade beams 25.6, 26.2 J-10 Sampled at 5 yards Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 81271 Inspector B. Thompson Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. lbs. 1 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1990 Water lbs. 325 Air Ent. (oz) Other (cm) 44 Other (oz) 17 Other (oz) Other (oz) Water Added on Job (gals.) Design Weights 0740063 550 Actual Weights 0740063 549 1709 1592 223 44 16.7 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 072228 072228 071278 072228 072228 072228 072228 072228 Remarks Results Reviewed By It Test Field Date Cure 9/18/2007 9/18/2007 9/18/2007 Design Strength 3,500 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 28 4X8 12.58 0.0 80056 6,360 MT N/A 28 4X8 12.58 0.0 80150 6,370 MT N/A 28 4X8 12.58 0.0 79340 6,310 MT NIA H 4X8 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +/- 8% form 03101 Revision Effective oat. 5Ii2I0 The inform.lion provided on this repot 4 prepared for the exclusive we of the talent. This report may not be reproduced n shy femmat o tlo t the oaten psn•Mtslon of the caeca rd Krazan & Ascocil 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) IP %I Oa.sale u rwat,ra• t avuo, II W. IJV 1 - 101.11 VUQOI el V1 .7uu0 IUV, r14I UI II, 1fl1 OVVVL, 1L J.if 13J12-LJ\iY Project No. 066-06316 Cyl. Code 072236 Pour Date 8/22/2007 Report No. 22183 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:55 71 191482 4" 75 75 Placement Area Location Grade beams L -L.3125.4, L.3 -L.61, 25.1-25.6, L24-25.4 Remarks Tailgated and H/F vibrated Please refer to Field Report No. 81272 Inspector B. Thompson ZEN Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 575 F. Ash lbs. C. agg. Ibs.1 1860 1850 C. agg. lbs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1422 Water lbs. 279 239 Mr 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 35256 @ 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 072236 8/29/2007 7 4X8 12.65 0.0 49150 3,890 1 TN N/A 072236 9/19/2007 28 4X8 12.59 0.0 70370 5,590 1 MT N/A 071278 9/19/2007 28 4X8 12.59 0.0 73350 5,830 1 MT N/A 072236 H 4X8 1 072236 072236 072236 072236 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 +/- 8% Front 03101 RMMon 3 effective Mae 5112Nr TM idomrotkn prorated on nlb report le prepared for the. titror. yaai of the client. Thio report may not be reproduced In any format without it,. rotten permission of the client and Krezan 6 Maud orae OLOI k It MabVL.lataa, 1114. tap i - »ui ou eat rtrr aunts ivo, mucus it, vvot oODUh, t' ') aay.coup Project No. 066-06316 Cyl. Code 072283 Pour Date 8/23/2007 Report No. 22184 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:25 751 121925 6" 70 68 Placement Area Location Second deck slab, E -J/12-17 grids Sampled at 17 yards Remarks Pump truck and mechanically H/F vibrator. Please refer to Field Report No. 81272 Inspector B. Thompson flrrwa.m.. Reported Batch Data Design Actual Weights Weights Mix No. 15M002 15M002 Cern. lbs. 610 608 F. Ash lbs. C. agg. lbs.1 1132 1115 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1430 1420 Water lbs. 260 241 Air Ent. (oz) Other (oz) 36 36 Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072283 8/30/2007 7 4X8 12.63 0.0 44898 3,550 1 JA N/A 072283 9/20/2007 28 4X8 12.58 0.0 60924 4,840 1 MT N/A 071278 9/20/2007 28 4X8 12.58 0.0 60455 4,810 1 MT NIA 072283 H 4X8 1 072283 072283 072283 072283 Remarks Results Reviewed By f'' Date Reviewed Design Strength 3,000 @ 28 days Date Specimens Recd. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM Ci231 ASTM C780 Other Test Results X Conforming Non -Conforming L Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 Effective Date 5(1210, The informe on provided On 11W report is prepared for the exclusive use of the peewit. This report may not be reproduced in M1y tams( Adieu( the ratan permission of Cu diet and Kraxan & Mem: AIdLdtI aP filbibtsirLrldteb, 1114. IUlf P • 1;1111 011 Win PITT 3Ulle IUO, MUNUIIP, TTM VOVVG, 11.0J1 :J JS L7UU Project No. 066-06316 Cyl. Code 072284 Pour Date 8/23/2007 Report No. 22185 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:35 752 122176 6`r 73 70 Placement Area Location Second deck slab, E -J/12-17 grids Sampled at 82 yards Remarks Pump truck and mechanically H/F vibrator. Please refer to Field Report No. 81275 inspector B. Thompson Z22201217216/31 Reported Batch Data Design Actual Weights Weights Mix No. 15M002 15M002 Cern. lbs. 610 612 F. Ash lbs. C. agg. lbs. 1 1132 1131 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1438 Water lbs. 260 236 Air Ent. (oz) Other (oz) 36 36 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072284 8/30/2007 7 4X8 12.63 0.0 36915 2,920 2 JA N/A 072284 9/20/2007 28 4X8 12.58 0.0 51761 4,120 2 MT Nth 071278 9/20/2007 28 4X8 12.58 0.0 52618 4,180 2 MT N/A 072284 H 4X8 2 072284 072284 072284 072284 Remarks Results Reviewed By (€6. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fofn1 aim Revision Effective Code 5112/0. The hfomrellon provided on VAe report is prepared for the exclusive use of the client. Thor report may not ba ru adduced in any format 'About the written permission of the dt,nt and Krazan & Amor* roam!! tts MaaUt.laltla, Illt., ler/%1 1 - iiRN QM Wet 1111 JWtf1 IVV, ImmuulII, 11f1 btivv<, aJi7 t.lvv Project No. 066-06316 Cyl. Code 072285 Pour Date 8/24/2007 Report No. 22186 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (pcf) 8:00 752 191609 6" 67 39 Placement Area Location Second deck slab, E -J/12-17 grids Sampled at 42 yards Remarks Pump truck and mechanically H/F vibrator. Please refer to Field Report No. 81273 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 0740063 Cern. lbs. 550 550 F. Ash lbs. C. agg. ibs. 1 1720 1713 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1581 Water lbs. 248 224 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 072285 8/31/2007 7 4X8 12.54 0.0 50500 4,030 1 TN N/A 072285 9/21/2007 28 4X8 12.58 0.0 68176 5,420 1 MI N/A 071278 9/21/2007 28 4X8 12.58 0.0 61987 4,930 1 MT NIA 072285 H 4X8 1 072285 072285 072285 072285 Remarks Results Reviewed By /Sig 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% ram 03101 Reyirion 3 Effective pre 511710 Thr I$,, Ion provided on tis opal h prepared for the afolueWe died the dent. Thie wort may not b. reproduced In any formal w*lwut the fatten permissfon o1 the tient and Krazan 3 Assoco rU azan a 'Associates, trtc. tau 1 - loin otreei tYYY a7uiie tuo, muourn, rim tlODUL, (Loo) 37J=1-L3UU Project No. 066-06316 Weather Clear CyI. Code 072286 Pour Date 8/24/2007 Report No. 22187 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 Supplier Miles Time Truck# 10:00 751 Other Ticket # 122235 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 6" 74 79 Unit wt. (pcf) Placement Area Location Second deck slab, E -J/12-18 grids Sampled at 120 yards Remarks Pump truck and mechanically H/F vibrator. Please refer to Field Report No. 81273 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 0740063 Cern. Ibs. 550 560 F. Ash Ibs. C. agg. lbs. 1 1720 1715 C. agg. lbs. 2 C. agg. tbs. 3 Sand lbs. 1590 1586 Water Ibs. 248 241 Air Ent. (oz) Other (oz) 44 Other (oz) 17 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 44 17 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 Field Date Cure 072286 8/31/2007 072286 9/21/2007 071278 9/21/2007 072286 072286 072286 072286 072286 Remarks Results Reviewed By / Design Strength 4,000 @ 28 days Date Specimens Recd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4X8 12.54 0.0 50560 4,030 2 TN N/A 28 4X8 12.58 0.0 74183 5,890 2 MT N/A 28 4X8 12.58 0.0 73801 5,340 2 MT N/A H 4X8 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Fon* 03101 Raviuon 3 Effective Data 5/l210, Tha inlormetbn Provided on ** rapa.l k pnWared for the excrwive use of the diem. This report may not he reproduced In any formal vri0rort the settee permission dew client and Krazar a Assad: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) nsUin11 Ca MARIUl.Idltib, 1111.. IOU 1 - IOW el. lltltll IVVV 7U1le IUO, MUUUII1, VVM VODUL, th3.)) VOU..LDUV Project No. 066-06316 Cyl. Code 072287 Pour Date 8/24/2007 Report No. 22188 Weather Clear Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 10:00 751 Other Ticket # 122235 CYLINDER REPORT Plant No. 203 Mix Slump Temp. % Air (in.) (F) 6" 74 Site Mix Air Temp. (F) 79 Unit Wt. (pcf) Placement Area Location Second deck slab, E -J112-18 grids Sampled at 200 yards Remarks Pump truck and mechanically H/F vibrator. Please refer to Field Report No. 81273 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 0740063 Cern. lbs. 550 F. Ash lbs. C. agg. lbs.1 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 Water lbs. 248 Air Ent. (oz) Other(oz) 44 Other(oz) 17 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 560 1715 1588 241 44 17 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 072287 8/31/2007 072287 9/21/2007 071278 9/21/2007 072287 072287 072287 072287 072287 Remarks Results Reviewed By 0 Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. 7 4X8 12.54 0.0 28 4X8 12.58 0.0 28 4X8 12.58 0.0 H 4X8 Load 46820 67191 66200 Str. (psi) 3,730 5,340 5,260 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 3 TN N/A 3 MT N/A 3 MT N/A 3 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fann03101 Revision 3 EtfedM* Dote 5112/0x The information pmvitled on !hie report a prepared for der exclusive use of tib diem. Thi report mry not he reproduced in any format without the written permission of the silent and Krazan & Aso Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) r.razan Associates, Inc. 7�U I - Tom Street NW oulte luo, Auourn, WA !louuL, V0.11 JJy-LOuU Project No. 066-06316 Cyt. Code 072470 Pour Date 9/11/2007 Report No. 91107-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 7:40 65 192490 4" 70 68 Placement Area Location 3rd deck slab H.6 -J.6114.8-16.4, curb L.3 -K18.2 2nd deck M.3 -N/8.2-11.1, curb 1st deck L.7 -M.13/7.5-8.2 Sampled at 5 cyds Remarks Placed by tailgate and pump truck, mechanically consolidated by H/F vibration Please refer to Field Report No. 091107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. Ibs. 550 547 F. Ash lbs. C. agg. lbs. 1 1720 1712 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1594 Water lbs. 296 224 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072470 9/18/2007 7 4x8 12.58 0.0 56651 4,500 1 MT N/A 072470 10/9/2007 28 4x8 1 071278 10/9/2007 28 4x8 1 072470 H 4x8 072470 072470 072470 072470 Remarks Results Reviewed By Ka, Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fpm 03101 Revision 3 Effecter Dego 5112/0, The Moma.1on Perrinan en Ma neon r Waperad far the badman, use of the mead. This recon mey net ne reproduced in any format without the wrlten permission of the area .rw Krazan & Moa: nrazan et Associates, Inc. •13tH 'lain btreet rivv Dune 'iuo, Auourn, VYA 110UUL, (43s) May L3uu Project No. 066-06316 Cyl. Code 072471 Pour Date 9/11/2007 Report No. 91107-2 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 78 192537 4" 78 80 Placement Area Location Grade beams C.3/2.5, D 2-5, D.7 -E/2-5 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091107 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1414 Water lbs. 279 260 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072471 9/18/2007 7 4x8 12.58 0.0 48405 3,850 2 MT NJA 072471 10/9/2007 28 4x8 2 071278 10/9/2007 28 4x8 2 072471 H 4x8 2 072471 072471 072471 072471 Remarks Results Reviewed By 0,4' Date Reviewed Laboratory Test Methods X ASTM 039 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% farm 03101 R.a.bn3 Effective Dale 5itzia, Th. inforreabon p,ovldad on 0Ys report r prepared for the sac . Div. we of 0,e apt. t. This report mey not he reproduced in any bonat w.tout 0n mitten Permission of the chert and Krazan & Mood e\s PLM lit MaOV1.lALVb, 111{.. IJV 1 - 14119 JLlti►UI. 1Iti• L110.13 With MYYYl II, VIM a4VI L, 1L44) .7J.7-LJVV Project No. 066-06316 Weather Overcast Cyl. Code 072501Pour Date 9/12/2007 Report No. 91207-1 Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:25 74 192561 5-1/2" 71 66 Placement Area Location Slab on grade at grid lines L.7 -M.13/8.2-9.3 Sampled at 5 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091207 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cem.lbs. 520 519 F. Ash lbs. C. agg. lbs. 1 1455 1448 C. agg. lbs. 2 485 480 C. agg. tbs. 3 Sand lbs. 1333 1328 Water lbs. 255 235 Air Ent. (oz) Other (oz) 21 21.2 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 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072501 9/19/2007 7 4x8 12.59 0.0 49484 3,930 1 MT N/A 072501 10/10/2007 28 4x8 1 071278 10110/2007 28 4x8 1 072501 H 4x8 1 072501 072501 072501 072501 Remarks Results Reviewed By "a, Date Reviewed Design Strength 4,000 1§28 days Date Specimens Rec'd. 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 9 Effedl.e Pete 5/1710it Tn. Idomatlon provided an this recede e eprmd he the exclusive 'tee el the Wee Ms report may not be repodurrd in any tented vrlbmd the written pernlseion d the demi and Wazan &Assure 1s4 eaten 60 /.411/111110110,14:11.11111 111'-. 141.1 1 - IJL/I JU 17131 I\•• omits PWOJUI II, Vv . VOVV4i tLJJJ-JJ7-LJVV Project No. 066-06316 Cyl. Code 072502 Pour Date 9/12/2007 Weather Partly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Report No. 91207-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 78 122761 4" 71 74 Placement Area Location Misc. footings aioing grid N/5-12 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 091207 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. ibs. 564 560 F. Ash tbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 259 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072502 9/19/2007 7 4x8 12.59 0.0 45932 3,650 2 MT N/A 072502 10/10/2007 28 4x8 2 071278 10/10/2007 28 4x8 2 072502 H 4x8 2 072502 072502 072502 072502 Remarks Results Reviewed By ao Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Folin 03101 Revision 3 EtisoNve Date 511270E The information provided on this report 4 prepared for the exclusive use of the relent, This report may not be reproduced ii any format w0houf the written permission of the diem and t rszan d Mooch rwl atasl Ca rwaV%.uatlsa, 1114. IJV I • I;Al I apu RPM my auto= •uu, /1uUu1Ir, VV" S1OVVL, ILL O 707:1-Li7VV Project No. 066-06316 Cyl. Code 072492 Pour Date 9/13/2007 Report No. 91307-1 Weather Foggy = Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15 78 122236 6" 70 65 Placement Area Location Mess deck, grid lines C -K/16.8-17.4 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. C. agg. tbs. 1 1123 1114 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1443 Water lbs. 260 243 Air Ent. loz) Other (oz) 5 5 Other (oz) 36 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072492 9/20/2007 7 4x8 12.58 0.0 44321 3,520 1 MT N/A 072492 10111/2007 28 4x8 1 071278 10)1112007 28 4x8 1 072492 H 4x8 1 072492 072492 072492 072492 Remarks Results Reviewed By tea.. 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% Forte 03101 Revision EITsdiw Date 5l17/Ori The info melon provided on this report is prepared for the eydusive use of the client. This repel may not be reproduced in any format without the widen perMulon of Medford and I(n¢m 4 "mooch M1 CALM I OI P vl.ldLe , tllL. 1 UV 1 - 1:7111 aLI tll 1 I111M r1UlLO 140, MUUUI II, Intim soUVL, vary-L3VV Project No. 066-06316 Cyl. Code 072493 Pour Date 9/13/2007 Report No. 91307-2 Weather Foggy 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) 10:15 136 192674 4" 70 65 Placement Area Location 3rd deck slab, grid lines L -L.5/12-13 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 563 F. Ash lbs. C. agg. lbs. 1 1720 1705 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 296 221 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 @ 25 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 072493 9/20/2007 7 4x8 12.58 0.0 63404 5,040 2 MT N/A 072493 10/11/2007 28 4x8 2 071278 10/11/2007 28 4x8 2 072493 H 4x8 2 072493 072493 072493 072493 Remarks Results Reviewed By ifeG Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C108 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fom, 03103 Revision Rimers bele 5/12/04 The ifonnation pray=ed on this report it i:eopeted for the eaduelve use of the client. Tide report may not be mpodudd In eny format without the wnStan Pe mi sl.n of Me client and Kazan L Assosa I N 'NYII Y f\OOVVIOIOO, II IV, 111V 1 — eal.a1 VN OWL /!•• VMILas 1 LOU, !gu{/UI 11, • ■!'a OVVVi, �iJJ� OY�i—LJVV Project No. 066-06316 Cyl. Code 072494 Pour Date 9113/2007 Report No. 91307-3 Weather Foggy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:15 76 122784 411 70 70 Placement Area Location Grade beams 1.8 -4/E -J.8 Sampled at 5 =yds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091307 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1852 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1424 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 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072494 9/20/2007 7 4x8 12.58 0.0 49172 3,910 3 MT N/A 072494 10/11/2007 28 4x8 3 071278 10/11/2007 28 4x8 3 072494 H 4x8 3 072494 072494 072494 072494 Remarks Results Reviewed By fit. 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 03105 Revision a Elfecllrs Data 5/12/Or The Iriforniiiion provided on this report is proposed far the +=Lune use of the client. This report may not be reproduced In e,7 format without the *eaten penmleon of the casts and Kneen & Asaocl: S%I Q .a t 12 MaauJ\.IAwOa, 111,... 14U1 - 1,1.11 101l WPM 11V7 01.111.110 IVU, MUIJUI 11, 'WM aODUL, (L.7Jf iJJiYLJUU Project No. 066-06316 Cyl. Code 072530 Pour Date 9/14/2007 Report No. 91407-1 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:45 324 192719 5" 70 70 Placement Area Location 3rd deck slab, grid lines G -L/12-18 Sampled at 30 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cam. lbs. 550 581 F. Ash lbs. C. agg. lbs. 1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1589 Water lbs. 296 223 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 072530 9/21/2007 7 4x8 12.58 0.0 55930 4,450 1 MT NIA 072530 10/12/2007 28 4x8 1 071278 10/12/2007 28 4x8 1 072530 H 4x8 072530 072530 072530 072530 Remarks Results Reviewed By Op Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision 3 EfiacNr Data 5r121Or m. infonnation provided on this report Is prepared for Uro saclus1.e use of the deur This report may no( be reproduced In any formyl withal the mitten pnmaiascn of Me alert and Wezan & Mauch Pal ALdu OI MAO titsIdLOSE0, 1114. IJV 1 - 1 4111 Ou van rum eiuli I Vv, MVHUl l 1, Tv" autrVL, (LJJ, 040-LJV V Project No. 066-06316 CyI. Code 072529 Pour Date 9/14/2007 Report No. 91407-2 Weather Overcast 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) 9:15 324 122827 5" 70 70 Placement Area Location 3rd deck slab, grid lines G -L/12-18, second deck curb M.3 -N/15.6-17.6 Sampled at 95 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibra screed Please refer to Field Report No. 091407 Inspector B. Thompson • Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 Cern. lbs. 550 574 F. Ash lbs. C. agg. lbs. 1 1720 1730 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1591 Water lbs. 296 240 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 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 072529 9/21/2007 7 4x8 12.58 0.0 56385 4,480 2 MT N/A 072529 10/12/2007 28 4x8 2 071278 10/12/2007 28 4x8 2 072529 H 4x8 2 072529 072529 072529 072529 Remarks Results Reviewed By IS 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 Revision 3 Effective D. 5112 The inilonnallon provided on this repo l is prepared for the exclusive use of the dent Thit rspod mry not be reprotund W env Wrest without the .mitten pentesabn d the dte t 4d Kazan 8 Asaocb Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 96002, (153) 939-1500 Project No. 066-06316 Cyl. Code 072528 Pour Date 9/14/2007 Report No. 91407-3 Weather Overcast 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 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) 13:30 21 122849 4" 70 72 Placement Area Location Pile cap at grid line J.814 Sampled at 3 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibration Please refer to Field Report No. 091407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. Ibs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1437 water lbs. 279 256 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 072528 9/21/2007 7 4x8 12.58 0.0 50611 4,020 3 MT N/A 072528 10/12/2007 28 4x8 3 071278 10/12)2007 28 4x8 3 072528 H 4x8 3 072528 072528 072528 072528 Remarks Results Reviewed By Al(' Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form Os101 Envision 3 Effective Dale xizar The itormdbn pro ed on this report Is prepared for the esehelve use of the client. The report may not be reproduced in any k Dat without the mitten permission ante dent and Krezen d: Assoc I<.raZ2ll1 & ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 28 Aug 07 PROJECT t 06316 PROJECT: Westfield Mali Exp LOCAT1oN: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO. 082807bt CONTRACTOR - Baley Const D06 - B Thompson PERMIT NO: INSPECTOR: JURISDICTION: Tukwila WEATHER: Clear TEMP: 78 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 set of (4) 4 x 8 test cylinders reference cylinder report 082807-1 and 082807-2 for test results. 3) Concrete was placed in back fill of columns 14 J, 13 J, 16 A -J, 17 C -F, CB5 grade beam at east parking lot for car and foot traffic, CMU footings at grid lines H -J/30-31 and 7-8, M -M.6. 4) Reinforcing concrete previously inspected reference report 06316dfr082807. 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 requireme r Superintendent/Representative: Technician: Benjamin Thompson Offices Serving the Western United States Form 1501 s.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 formai without the written permission of the client and Krazart & Associates. r u�. . 'ice & Associates, • Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: e ol/"o-7 PROJECT #: OE " 63 ( PROJECT WEST Et Ce_ LOCATION: Sio.5TAceSCGR KRAZAN PROJECT MANAGER: _10i G FIELD REPORT NO: 815 8 2 CONTRACTOR: Q/,`� Co� EFRIA IZA) JURISDICTION: G 171'0'rvku j CR PERMIT #: 3 c INSPECTOR: le;t1 /MAW k WEATHER: SuA],lic TEMP: $S -'fel Q S ris Mgizeoc4cmo PoiL Seeti/VyEr-rim Q FiesPR of ram sewe) -& ,6P\L- j NsieGc f t, TN€ Z FLao 3rd FL t test ni SE 1 JAir 6S C ( AGS liNcE -('f i' WAG'►� .kin QraS<6fl t pC-`t t 3 pts" G L+aE f 5.2 Li,�F, ) � l LiiJE 4F.D TA 13c eNrciReo Equipment/Asset Number(s): vyEtylOtv To the best of my knowledge, the above Superintendent/Representative: WAS N T performed in accordance with the appro Technician: specifications, and regulatory requirem*$ Serving the Western UnVted States 1501 Field ReprrL&c Revision 1 Effective Date: 5125/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in tory Format without the written permission of the client and Krazan & Associates. v=1.-22.-11(raz an_ &AssociATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 30 Aug 07 PROJECT #: 06316 PROJECT: Westfield Mall Exp LOCATION: South Center FIELD REPORT NO.: 083007bt CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR: B Thompson JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Clear TEMP: 80 Field Observation 1) Field inspected and performed dye penetrate on two (2) 1 beams located at 13 /L.3.1 K +4ft north levet two for cracks along the beam previously identified. 2) Found cracks on both sides of beams with the dye penetrate about three feet 1on_g on the longest beam And the crack intermediate long crack on the short beam from edge to edge of beam. 3) Engineer approval and or corrective action required prior to acceptance. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 1] performed in accordance with the ap roved plans, specifications, and regulatory requirem$k Superintendent/Representative: Technician:' Benjamin Thompson 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 m any format without the written permission of the client and Krazan & Associates. i,'c`1�1 & Associates, NDE Inc. REPORT NO.: 2342 GEOTECHNICAL ENGINEERENG • ENVIRONMENTAL ENGiNEERiNG CONSTRUCTION TESTING AND INSPECTION DATE: 8/3o/C� 7 PROJECT #:.---±•2‘6 -06 314 PROJECT:CJ4N2,0_N01/Lt:Sj6/FLO.414/L LOCATION: _ .,ReZ T/.4 �1/� . KRAZAN PROJECT MANAGER. SRA/ g STRUCTURAL STEEL Vi FIELD HOP ELDING n V.T. CONTRACTOR: PERMIT NO: N/1 INSPECTOR: 11 �S- _.PA/Y771y0 MISC: Off )VPLDS WEATHER: /Ns/DE TEMP: 70 °P 1-1 MATERIAL ID ISL U.T. M.T. C1 P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT Table :1 c<1. ) -1 Material Alloy Material Thickness Ref. Dwg/detail Weld Joint Process CTP Standard no. I' WS D 1.1-96 —CJS VQRV Weld A -CAW Calibration Standard i1W type 1 ns=near side. fs=far side. Tf=top fiance. Bf=bottom flange. O Wb=Web. 0 N.S.E-W.=compass 0 uzl W a 7 < r directions. t=top. bottom. T & Bf=to. and bottom flan •e PC. MK.! Grid tine ,DATA r1 0 DESCRIBED IN AWS D1.1 DISCONTINUITY INFO Z S F� U Iti iE W� Ii o . w 1� VW�7 0 CC W ¢ CO Q 0 U LL O Q W 4 ci (7 3-- LL 4 d W z to 0 z �0ry a H CL o r7i 20 W C Wo a It cm O Er a W 0 w 0 LL Z L.L.i 0 o S - W o uLi O LL 0 Ill zILI o Ra 9V 171 a 2 4 A. L / ._41:1 • y3 1 V� 1v .8303.1.a C SZEO0if Corm° b Ak 8303.27 IF Ultrasonic Test (UT) Equipment Make: /0 SN csj. Transducer: size SN CONFORMANCE OF WORK QTY Conforming Welds OTY Nonconforming Welds Couplant sr ASTM Test Method: A587 Frequency: To the best of my knowledge, the above Superintendent/Representative: OTY Examined Welds HOURS DESCPT IN OUT ST T MIL AS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, te. A, Carona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20774 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 NE. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 • (360) 254-3200 razan ,Qlu $ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31 Aug 07 PROJECT*: 06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 083107bt CONTRACTOR: Baley Const PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: D06-245 B Thompson Tukwila Clear TEMP: 78 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 4 sets of (4) 4 x 8 test cylinders reference cylinder report 83107-1, 83107-2, 83107-3, 83107-4 for test results. 3) Concrete was placed in on the second deck grid lines, 15 -171G -J and third deck wall grid lines 8.7-15.and elevator pit wall on ground level grid line, 1.8 -2/H -H.3. 4) Reinforcing concrete previously inspected reference report 06316dfr083107. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® 1 WAS NOT 0 performed in accordance with the approved plans, ecifications, and regulatory requirem 2 Superintendent/Representative: Technician: Benjamin Thompson 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. . aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 0/1D7 PROJECT: 066 - O 31‘7____ PROJECT y/W17$7F/EGD /LIRA LOCATION. R. KRAZAN PROJECT MANAGER: _,..,5/-111 NDE REPORTNO.: 2343 CONTRACTOR: 4//4 PERMIT NO: 4�.4 INSPECTOR: Al 519j44/r7/ y0 MISC: 7 ! V L/1S WEATHER: JA,V.P_A' TEMP: 70 ar t STRUCTURAL STEEL X FIEU SHO' ELDING V.T. MATERIAL ID X U.T. M.T. I I P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE Table -UT QTY Conforming Welds 1 Material Alloy Material Thickness Ref. Dwg/detail /VS Weld Joint Process CTP __-_ -- Standard no. 1.1-96 ASTM Test Method: A587 KW)/ Weld PrigJ'✓ Calibration Standard IIW type 1 ns=near side. fs=far side. Tf=lop flange. 8f=bottom a WELD ID 3 DpQUANTITY OF WELDS t Wb=Web. U 4 x .. 41. N.S.E.W.=compass U w c `•-1PROCEDURELEGEND 7.0e \____r__.jp' go TRANSDUCER ANULE I T directions. t=top. bottom. DATA DESCRIBED IN AWS 01.1 T & Bf=top and bottom flange DISCONTINUITY INFO ALREFERENCE NO. PC. MKJ Grid tine T1 LEG A. DEFECT LEVEL ala REFERENCE LEVEL C. ATTENUATION FACTOR FD. DEFECT RATING 4..4.._ SOUND PATH(ANGULAN DISTANCE) 1 ft LENGTH DEPTH FROM SURFACE 'A" I DISTANCE FROM WELD CENTER "X" I DISTANCE FROM WELD END "Y" .290,2o ZA G b a290 C ... 'ir ez2SDel3 Ultrasonic Test (UT) Equi men# CONFORMANCE OF WORK Make: g,e,e SN. L QTY Conforming Welds Transducer: size SN QTY Nonconforming Welds Couplant s'''r" QTY Examined Welds ASTM Test Method: A587 Frequency:.25 MH To the best of my knowledge, the above Jl AS NOT performed Superintendent/Representative: HOURS DESCPT IN OUT ST OT MIL in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 226 N. Sherman, Ste., Corona, CA 92880 1501 15th Street NW, *106, Auburn, WA 98002 20714 State Route 305 N.F., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 • ,-mKrazari & Associates, NDE Inc. REPORTNO.: 2344 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 9/4/07 CONTRACTOR: // PROJECT #: 066-06314, PERMIT NO: N/A PROJECT: C4NROr✓/11/ 47 YEL4 44414 INSPECTOR: Al SORA/Yr/NU LOCATION: PORYL4b2', OR, MISC: CTP W.401125' KRAZAN PROJECT MANAGER: sS� WEATHER: 0/5/os- TEMP: 7D°, ® STRUCTURAL STEEL tg FIELDSHOP ELDING V.T. MATERIAL ID X U.T. i _i M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -1 Material Alloy Weld Joint C:JP _CIS_ Standard no. WS D 1.1-96 Table 6 Material Thickness Weld Process FCAN/ —VARY-- Calibration Standard 1IW type 1 Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bf=bottorn flan e. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO PC. MKJ Grid Line p qq iii '' ro C �3 f- a¢ W W cc O a W m 4 LI 0 W l-,+ y� a d w W W 9 yj ¢ m O U - D a Z r < 0 U' 1= * a a ,u U 4 4J n 0 . - O J#) z a W Q 0 N p LL w l< cc W �W a O 2 O CC. w Po no 0 a w 0 2 O LL U Zcr en z ce th fC ur W LL s C2 9ao7 a4 1 76° '73 �2 3941 B 10.3a.D 3 83 / 9 G41111111 . O _ ..am= oob o3 .2845,5 ONLYfitiA0 Jao/0 -? C3..0 O..71 a. 1 _ ________ Ultrasonic Test (UT) Equipment CONFORMANCE OF WORK Make: ,1Q SNL Transducer: size SN Cauplant 57 - ASTM Test Method: A587 Frequency: 25 MHz QTY Conforming Welds QTY Nonconforming Welds 0 QTY Examined Welds 4% To the best of my knowledge, the abov_!' AS NOT performed Superintendent/Representative: HOURS DESCPT IN OUT ST OT MIL in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Claws, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Shermao'sre. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.F., Ste. 3C, Poulsbo, WA 98370 13434 N. 5. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 DATE: Imo,, NDE ' IK13Z l & Associates, Inc. REPORTNO.: 2345 GEOTECHNICAL ENG1NEEr NG • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 9'4/07 PROJECT#: 066-6431Z PROJECT DMIW6 i7 /ZL fl /WILL LOCATION: 1:11P72A40 / a.? KRAZAN PROJECT MANAGER: .58/1 CONTRACTOR:. 4/A PERMIT NO: INSPECTOR: /moi 50R4/V77JY9 MISC: _TP WEATHER: TEMP: STRUCTURAL STEEL FIELD / SHOP WELDING V.T. P1 MATERIAL ID X U.T. 1 1 M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D 1.1-96 /NDE -UT -1 .. Material Alloy Material Thickness Ref. Dwg/detail C/ -S Weld Joint Process C. -7e — VARY Weld Fe _. Standard no. iD 1.1-96 Table 6 Calibration Standard IIW type 1 o_ ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. w 3 w O d Wb=Web. U 0 a N w w rr .S.E.W.=com ass directions. t=top. bottom. T & Bf=top and bottom flange 2 CC a w w z W LL w ¢ PC. MK./ Grid Line 0 Z cw7 111 w x= W ¢ a w _JuJi z c w j CO DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO w -I U W - a w w a m ¢ O U 0 LL p r_ hz 1- 0 z F 1 U w o w 02 u)0 0 z g ct Z o m 0 2 _I � w 0 ¢ ca .2 ¢ w 0 it 1 W 0 of �1 Q U a r CO 5 Q Q U g CO 0 70 ° V -3i ,633-3o3 Ultrasonic Test (UT) Equipment Make: Xieie SNSIL Transducer: size SN :'_ CONFORMANCE OF. WORK QTY Conforming Welds ,3 QTY Nonconforming Welds Couplant $ r - QTY Examined Welds 3 ASTM Test Method: A587 Frequency: To the best of my knowledge, the abov Superintendent/Representative: HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95? 12 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 NE., Ste. 3C, Poufsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)599-1188 • (253) 939-2500 • (360)598-2126 • (425) 485-5519 • (360) 254-3200 '_j\rl & ASSOCIATES, INC. GEOTECHNICAL, ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 14, 2007 KA No. 066-06316 Permit No. D06-245 Permit No. D06-147 RECENT!) STEP +J f r, -_ Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, 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 August 28 through September 10, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316dE ,Q1(raz IK.ra.zari &ASSOCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 082807bt DATE: 28 Aug 07 CONTRACTOR: Baley Const PROJECT #: 06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Exp INSPECTOR: B Thompson LOCATION: South Center JURISDICTION: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Clear TEMP: 78 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 set of (4) 4 x 8 test cylinders reference cylinder report 082807-1 and 082807-2 for test results. 3) Concrete was placed in back fill of columns 14 J, 13 J, 16 A -J, 17 C -F, CB5 grade beam at east parking lot for car and foot traffic, CMU footings at grid lines H -J/30-31 and 7-8, M -M.6. 4) Reinforcing concrete previously inspected reference report 06316dfr082807. Equipment/Asset Number(s): To the best of my fie, the above WAS ®1 WAS NOT 0 performed in accordance with the approvedapec5hcatio and regulatory requIremetkr. Superintendent/Representative: Technician: Benjamin Thompson Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The infonnation 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. kraZall &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 29 Aug 07 PROJECT FIELD REPORT NO.: 082907bt coNTRAcroR: Baley Const 06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG INSPECTOR: B Thompson JURISDICTION: Tukwila WEATHER Clear TEMP: 78 1) Met with contractor.to verify placement and type of concrete being. placed. 2 Sam • led concrete and cast 2 sets of 4 4 x 8 test c linders reference c tinder re and 082907-2bt for test results. .. rt 082907-lbt 3) Concrete was placed on the theatre mezz level 11-16/ E -G.5 4) Reinforcing. concrete previously inspected reference report 6316DFR082907. Equipment/Asset Number(s): To tie best of my Imowtedge, the above WAS ! WAS NOT 0 performed in accordance with the ap Superintendent/Representative: Tedmician: Benjami hornpso plans, specifications, and regulatory requIremelie Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepsred 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. - QIKra_2311 &ASSOCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR082907 DATE: 08/29/2007 CONTRACTOR: Baley Construction PROJECT t*: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nadi / B. Thompson LOCAT1oN: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATMER: Sunny TEMP: 83 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Mezz level SOMD 10 -16/E.5 -H.8 and Grade beam and pile caps 1.8/F -J.5, 2/G.10 -H.4 reinforcing steel revealed resteel to be complete per plans and specs. 3) Verify clearances prior to the placement of concrete. 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/Repress:40ve: Tadhnidan: George Nailt Offices Serving the Western United Stat Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any Format without the writtdti permission of the client and Krazan & Associates. - QKraz an &ABsoCIATEs,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 08-29-07 PROJECT #: 068-06318 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE082907 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Nails MISC: WEATHER: Sunny TEMP: 83 F n STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING n V.T. n MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1 /Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Full pen cantilever connections level 3 Pcmks/Grid i t i U PROCEDURE LEGEND W 1 DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. o W?W?W 1 Vill1 m ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) la DEPTH FROM SURFACE DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "i" 17.61K South face T&BF 2 x 70 1.2 65 1 16.8/K N&S face T&BF 4 x 70 i z 85 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L Transducer. Size .750x.750 SN 01MM35 CONFORMANCE OF WORK QTY Nonconforming Welds: 0 EQUIPMENT/ASSET NUMBER(S): Coupiant Sonotrace Grade 30 QTY Examined Welds: 6 ASTM Test Method: A587 Fnequen5 MHz To the best of my knowledge, the a e AS I Superintendent/Representative: N/A,5 NOT performed in accordance with the approved plans. specifications, and Technldan: Geor• a Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #80, Modesto, CA 95351 545 Parrott St San Jose, CA 95112 • (559)348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Corona, CA 928 922 Valley ave. N.W. Suite 101 Puyallup, W 20714 State Hwy 305 NE, Ste 3C, Paha 19501 1446 Ave NE #F-300, Woodin • (909)549-1188 8371 • (253) 939-2500 A 98370 • (360)598-2126 e, WA 98072 • (425)485-5519 03105 UT Report Rev. I Sfli dive 5/25105 1/20/05 The information provided on this report is prepared for the exclusive use of the client. This repos may Dot be reproduced is any fames without the written permission oldie client and Kraran & Associates. Ql(raz an .ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS082907 DATE: 08-29-07 CONTRACTOR: Baley Construction PROJECT ft: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Naill LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 75 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. F.T. Item(s) inspected: Performed fit up and monitored welding of full pen connections level 3 cantilever beams, low roof moment frame Performed continuous visual inspection of Brace Frame welding level 1 and level 3 Level 2 metal deck puddle welding, button punch and nelson studs J -N/12-17.6 Location: X Welder qualificationlcertirication verified for: Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116" W 5116" 318" Other. 1. puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of Full pen cantilever beam connections level 3 reference report 6316NDE082907 for test results and locations. ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge, the a AS 1 ' AS NOT performed in accordance with the approved plans, specifications, and Superintendent/Repraesentative: Technician: George Nail 0S104 welding Inspection acpo i.doc The information provided an Skis repos Is prepared Ilsr IM exclusive uee of die eke t. This report nay not be negiroducad in sny format without dr wiuen permi levee:. Effective Case: 5n5/05 of the clime and Knan & Ammar- Qazarl$EASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR083007 DATE: 08/3012007 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / B. Thompson LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny TEMP: 80 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of base plate grout grid J.8 -N/12-17.6 verified areas to be grouted to Clean and free of debris prior to grouting. 3) Monitored placement of 3 cy of Glacier mix # 3954N sampled grout and cast 1 set of (3) 2x2x2 Cubes for testing reference CR # 900018 for test data. Grout was placed by wheel barrow and Bucket. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®l WAS NOT EI performed in accordance with the approved plans. specifications. and �'i Superintendent/Representative: Ted>niclan: George Nail' �`. Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Q1Krazan $&Assoc1ATES,INc. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 30 Aug 07 PROJECT 06316 PROJECT: Westfeld Mali Exp LOCATSON: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 083047bt CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR JURISDICTION: WEATHER: B Thompson Tukwila Clear TEMP: 80 Field Observation 1) Field inspected and performed dye penetrate on two (2) l beams located at 13 /L.3.1 K +4ft north level two for cracks along the beam previously identified. 2) Found cracks on both sides of beams with the dye penetrate about three feet long on the longest bea And the crack intermediate long crack on the short beam from edge to edge of beam. 3) Engineer approval and or corrective action required prior to acceptance. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 661 WAS Superintendent/Representative: performed In accordance with the a plans, apecifificationa, and regulatory reguiremei . Technician: Benjamin hompson Offices Serving the Western United States Form t501 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 Ktazan & Associates. dKraZarl &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 31 Aug 07 PROJECT* 06316 PROJECT: Westfield Mali Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 083107bt CONTRACTOR: Baley Const PERMIT NO: INSPECTOR: D06-245 B Thompson JURISDICTION: Tukwila WEATHER: Clear 'TEMP: 78 1) Met with contractor to verify placement and type of concrete ing placed. 2) Sampled concrete and cast 4 sets of (4) 4 x 8 test cylinders reference cylinder report 83107-1, 83107-2, 83107-3, 83107-4 for test results. 3) Concrete was placed in on the second deck grid lines, 15 -17/G -J and third deck wall grid lines 8.7-15.and elevator pit wall on ground level grid line, 1.8-2IH-H.3. 4) Reinforcing concrete previously inspected reference report 06316dfr083107. Equipment/Asset Number(s): Toile best of my knowledge, the above WAS 2j1 WAS NOT 0 performed in accordance with the ap ed plans. spec ens, and regulatory requirement Superintendent/Representative: Technician: Benjamin Thompson 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 8t Associates. I<ra.Z.3IT1 &ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 08/31/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFR083107 CONTRACTOR: Baley Construction PERMIT No: D06-147 INSPECTOR G. Naill / B. Thompson LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER Sunny TEMP: 83 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of SOMD reinforcing level 215 -17/G -J, level 3 wall A.7/8.7-15 and Level 1 elevator pit slab 1.8 -2/H -H.3 revealed resteel to be complete per plans and specs. 3) Verify clearances prior to placement. Equipment/Asset Number(s): To the best of my knowledge. the above WAS 0 /WAS NOT 0 performed in accordance with the approved plans, specifications. : •, : < ►A-, ukeme kerne*. Superintendent/Representative: Technician: George Naill Offices Serving the Western United States form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and ICramn & Associates. �I('aZan &ASSOCIATES,INC. GEOTECHNICAL. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 08-31-07 WELDING INSPECTION REPORT NO.: 6316SS083107 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: 006-147 PROJECT: Westfield Mali Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 80 F MATERIAL ID U.T. M.T. P.T. Performed fit up and monitored welding of full pen connections level 2&3 column splices, low roof moment frame Performed continuous visual inspection of Brace Frame welding level 1 Level 2 framing welded and bolted connections, deck welding, button punch, nelson studs J -N/12-14.6 Location: X Welder qualification/certification verified for Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' 14 5/16' 3/8' Other a puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2008. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of level 2 cantilever beams with no relevant indications to be noted Reference report # 6316NDE083107 for locations and test data. Equipment/Asset Number(s): ASTM Test It: To the best of my knowledge, the Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and - . , r. *K Technician: George Nail OS 104 Welding Impeabn �tEffective ffectiv t w Due: 5!15/05 The iulurntmoo provided on this report is prepared for the a elusive use or the cheat. This report may not be repeoduoed in any foram without the written permission of rhe client and Kwan A. Associates. Q.Krazan &ASSOCiATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 08-31-07 PROJECT # 066-06315 PROJECT: Westfield Mall Expansion LOCATION: South Center Mail KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE083107 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Nails MISC: WEATHER: Sunny TEMP: 83 F 0 STRUCTURAL STEEL FM FIELD/SHOP WELDING 1I---� V.T. I I MATERIAL ID OTHER X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS 01.1-1/Other D1.1-1/Table 8 Type 1 or DSC Materia! Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Full pen cantilever connections level 2 Pcmks/Grid Wg PROCEDURE LEGEND TRANSDUCER ANGLE DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO W W A. DEFECT LEVEL 8. REFERENCE LEVEL C. ATTENUATION FACTOR 1 D. DEFECT RATING UND PATH (ANGULAR DISTANCE) Z H_PTH FROM SURFACER DISTANCE FROM WELD CENTER 'X" DISTANCE FROM WELD END"r Rernaini level 2 b ' ewe 14/L 12 x 70 t•2 65 Re -Ins. . BF N face J/14 1 x 70 MMIIIIIIIIIIIMIIIMIIIIIIIIIIMIIIIIII MIIIIIIMINIIIINIIIII 1.11111111111.1.1111111111111111.111.11111 1.11111111.1 IIIII Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 13 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 13 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the Superintendent/Representative: AS NOT performed in accordance with the approved plans, spedftsations, and regulat Tedtnidan: George Naill 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., l8akersfieid, CA 93308 1025 Lone Palm Ave., 88G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman. Ste. A. Coaoea, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, W 71 20714 State Hwy 305 NE, Ste 3C, Pordsbo, WA 98370 19501 144° Ave NE IF -300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 jrr Report Rev. I Effective 5!25105 1120J05 The information provided ow ibis raped is premed row Ibe eschews use of the client. This ugor1 may net be ramaducad in sty herr without the writer pendsaron of the client and arias) & Associate. Q1(razan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04 Sept 07 PROJECT #: 066-06316 PROJECT: Westfield Mali Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 09040mmt CONTRACTOR: Baley Const PERMIT NO: INSPECTOR D06-245 B Thompson JURISDICTION: Tukwila WEATHER: Overcast/Rain TEMP: 64 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 90407-1, 90407-2 for test results. 3) Concrete was placed on the second deck grid lines, 12 -15/K -L. 4) Reinforcing concrete previously inspected reference report 06316dfr083107. 5) Epoxy two rebar in elevator wall near sears grid line 1/H with Hiliti epoxy exp: 06/08. Epoxy fifteen (15) pieces of rebar into brick footing at grid line 8/ L -M. Contractor followed the Epoxy as instructed by Hilti Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®! WAS NOT Q performed in accordance with the a Superintenden#URepr$sertaGve: Technician: Benjamin Thompson ns, specifications, and regulatory requiremealk 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. Krazan &AssOCIATES,iwC_ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 04 Sept 07 PROJECT* 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 090407bt CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR B Thompson JURISDICTION: Tukwila WEATHER: Overcast/Rain TEMP: 64 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 90407-1, 90407-2 for test results. 3) Concrete was placed on the second deck grid lines, 12 -15/K -L. 4) Reinforcing concrete previously inspected reference report 06316dfr083107. 5) Epoxy two rebar in elevator wall near sears grid line 1/H with Hiliti epoxy exp: 06/08. Epoxy fifteen (15) pieces of rebar into brick footing at grid line 8/ L -M. Contractor followed the Epoxy as instructed by Hilti . Equipment/Asset Number(s): To the beat of my knowledge, the above WAS /WAS NOT 0 performed In accordance with the plans, spedllcad , and regulatory requhemet . Supertntenden vRepresentativee: Technician: BenjaminThompson Vices 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 ask client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. tiaKraZan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANI) INSPECTION FIELD REPORT NO.: 6316DFR090407 DATE: 09/04/2007 CONTRACTOR Baley Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K. E.G. PERMIT NO: 006-147 INSPECTOR JURISDICTION: WEATHER: G. Nail! / B. Thompson City of Tukwila Cloudy TEMP: 68 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of SOMD reinforcing level 212 -15/J -N revealed resteel to be complete Per plans and specs. 3) Verify clearances prior to placement. 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 repot Superintendent/Representative: Technician: George Nair Offices Serving the Western United States Form 1501 r.t Effective Date: 5-25.05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QKrazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS090407 DATE: 09.04-07 CONTRACTOR: Baley Construction PROJECT th 066-06318 PERMIT NO: 006-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: ON of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 68 F 311 STRUCTURAL STEEL X FIELD/SHOP WELDING X Y.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed fit up and monitored welding of full pen connections level 2&3 column splices Performed continuous visual inspection of Brace Frame welding level 1 Location: X Welder qualification/certification verified for. Previously verified. X Poston: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PWG Other. Weld Size X X X 3116 W 5116' 3/8" Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of PCMK 28371 with no relevant indications to be noted Reference report # 6316NDE090407 for test data. Equipment/Asset Number(s): ASTM Test #: 7o are best of my knowledge, the Superintendent/Representative: AS NOT performed In accordance with the approved pians,tons, and • . •rlt Technician: George Naim 05104 rodding inspection Reprn,doe The ieronorion provided oe this report is prepared for the mceksivs We tithe diens. This report may not be reproduced in any llama without the written Revision 1 Effective Dee. 325105 scion of the then sod Kano & Associates. 11 IKI21.2!1ITI $�ASSOCIA FES, )NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE; 09-04-07 PROJECT ;Il: 066-06316 PROJECT: Westfield Mal! Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE090407 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Nail! MISC: WEATHER Cloudy TEMP: 68 F U STRUCTURAL STEEL I 1 OTHER n FIELD/SHOP WELDING n V.T. n MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx PCMK 28371 Per ks/Grid O PROCEDURE LEGEND DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO REFERENCE REPORT NO. A. DEFECT LEVEL Ill ATTENUAT,ON FACTOR D. DEFECT RATING SOUND PATI{ (ANGULAR DISTANCE) DEPTH FROM SURFACE "A' 'DISTANCE FROM WELD CENTER 'V i$STANCE FROM MELD ENO 'r PCMK 28371 2 x 70 I.2 63 Ultrasonic Test (UT) Equipment Make: USN 581 SN 013K1L CONFORMANCE OF WORK 1 QTY Conforming Welds: 2 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 2 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the Superintendent/Representative: WAS NOT performed In accordance with the approved plans, specifications, and regut Technician: George Nail! 215 We Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #BG, Modesto, CA 95351 545 Parrott St San Jose, CA 95112 • (559) 348-2200 + (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Shaman, Ste. A, Calm, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144~ Ave NE 0-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360)598-2126 • (425)485-5519 05103 UT Report Rev. 1 Effective 5+25105 I/2t/05 The information provided on this repast is prepared firer the mclueive w• otthe diem. This report way not be reproduced in sny format without the written pamiation of the client end Ennio it Anocistet. QKrazan&AssociATEs,,NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR090507 DATE: 09/05/2007 CONTRACTOR: Baley Construction PROJECT it 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. INSPECTOR: G. Nail! / B. Thompson JURISDICTION: City of Tukwila WEATHER: Partly Cloudy TEMP: 73 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of SOG reinforcing steel E -J126-31 and elevator pit walls H/1.9 revealE Resteel to be complete per plans and specs. 3) Verify clearancesprior to placement. 4) Performed visual inspection of reinforced masonry M.6 -M.10.5/7.5-8.1 1st 20" lift revealed resteel To be complete per plans and specs. Monitored placement of site mixed sack grout, verified Consolidation with H -F vib. Equipment/Asset Number(s): To the best of my knowledge, the above WAS 0 / WAS NOT 0 performed in accordance with the approved plans, specifications, and Superintendent/Representative: Tecllnicdan: George Naill. Offices Serving the Western United Stat s 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,kNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCT/ON TESTING AND INSPECTION DATE: 05 Sept 07 PROJECT #: 066-06316 PROJECT: Westfield,Mall Exp LOCATION: South Center KRAZAN PROJECT MANAGER: KEG FIELD REPORT NO.: 09050m5t CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR: B Thompson JURISDICTION: Tukwila WEATHER: Partly cloudy TEMP: 70 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 090507-1, 90507-2 for test results. 3) Concrete was placed on the SOG at grid lines E -J/26-31. Elevator pit walls H /1.9 4) Reinforcing concrete previously inspected reference report 06316dfr090407. Equipment/Asset Number(s): To the best of my knowledge. the above WAS / WAS NOT Q performed in accordance with the approved plans. specifications, and regulatory requir emei{t Superintendent/Represerrtabve: Technician: Benjamin Thompson Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 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 the written permission of the client and Krazan & Associates. Kra.zaii.. &ASSOCIATES,NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 05 Sept 07 PROJECT #: 066-06316 PROJECT: Westfield Mall Exp LOCATION: South Center FIELD REPORT NO.: 090507bt CONTRACTOR: Baley Const PERMIT NO: 006-245 INSPECTOR B Thompson JURiS©ICnON: Tukwila KRAZAN PROJECT MANAGER KEG WEATHER: Partly cloudy TEMP: 70 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 090507-1, 90507-2 for test results. 3) Concrete was placed on the SOG at grid lines E -J/26-31. Elevator pit walls H /1.9 4) Reinforcing concrete previously inspected reference report 06316dfr090407. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT © performed it accordance with the a plana, 'ons, and regulatory requireme4. Superintendent/Representative: Technician: y/ Benjamin Thompson 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. I<razaii $ASSOCIATES,INC. GEOTECHNICAL ENGINEERING n ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION WELDING INSPECTION REPORT NO.: 631655090507 DATE: 09-05-07 CONTRACTOR: Baley Construction PROJECT#: 066-06318 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. Li STRUCTURAL STEEL WEATHER: Partly Cloudy Temp: 73 F X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. F.T. Item(s) Inspected: Performed fit up and monitored welding of full pen connections level 3 column splices, low roof moment frames Performed continuous visual inspection of Brace Frame welding level 1 Location: X Welder qualification/certification verified for. Previously verified. X Poste: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3118' '/a" 5116' 318' Other % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of Level 2 column splice with no relevant indications to be noted Reference report # 6316NDE090507 for test data. Equipment/Asset Number(s): ASTM Test*: To the best of my knowledge, the abovvvvv 1 WAS NOT performed M accordance with the approved piens. specifications, and regu Superintendent/Representative: Technician: George Naill 05104 Welding rmpeaioe Repaetdoe The incarnation provided an dtis repot is crewed for the emchnive use of the them. Thio report array not be reptodumd is my Warne ,long the airier Revision 1 Effective Date: 5125/05 of the client end Kazan tit Astociales. FIELD , IKraZ;al1 &ASSOCIATES,INc. REPORT NO.: 6316DFRO90607 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09/06/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR G. Naill / B. Thompson JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 73 F Epoxy Dowels 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of epoxy dowels Brace Frame 17/J.8 per 1/ST3 verified hole prep and Cleanout, embedment depth, bar size, and use of Hilti RE500 epoxy per plans. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT D performed in accordance with the approved plans, specifications, : .,,I�' • requiremenlf4 Superintendent/Representative Technician: George Naill Offices Serving the Western United States Form 1501 r.i Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use attic client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. QKrI(ra.iari&ASSocIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND iNSPECTlON WELDING INSPECTION REPORT NO.: 6316SS090607 DATE: 09-06-07 CONTRACTOR: Baley Construction PROJECT ft: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mali Expansion INSPECTOR: G. Will LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. NJ STRUCTURAL STEEL X FIELD 1 SHOP WELDING Item(s) inspected: X V.T. WEATHER: Partly Cloudy Temp: 70 F MATERIAL ID U.T. M.T. P.T. Performed fit up and monitored welding of full pen connections level 3 column splices, low roof cantilever beams Performed continuous visual inspection of Brace Frame welding level 3 Theater roof deck welding and punch lock 6 -11/C -K, 11 -14/C.5 -H.8 Location:Level 1 Brace frame welds beam to gusset J.8/14.7-17.6 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' '/. 5116' 3/6" Other. % puddle Codes: X X X X AWS AMSC 18C ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Performed Ultrasonic examination of Low roof moment frame with no relevant indications to be noted Reference report # 6316NDE090607 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, thea WAS AS NOT performed in accordance with the approved plans. specifications, and regula SuperintendenttRepxesentative: Technician: George Naill 03104 Welding h pe tion Report.duc E ff i+iao t Flreaive Date: SR3/03 The information provided on this reports prepared for the eQetusive use of the chem. This report may not be reproduced in any format without the written permission of the client and Khan & Associates QKrazan&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 631688090607-2 DATE: 09-06-07 CONTRACTOR: Galey Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nadi LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Cloudy Temp: 70 F n STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Re -inspection previously rejectable UT indications of level 3 column splices K/6, K/7.6 Location: X Welder qualification/certification verified for Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FLAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3/16' Ye" 5/16' 3/8' Other. 3 puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE This report is intended to clear and release items previously reported as non -conforming on the Discrepancy log. And report them as corrected and in conformance to plans and AWS D 1.1-2006. Item 12 dated 8-25-07 UT Reject level 3 column splice K/6 Item 13 dated 8-25-07 UT reject level 3 column spliced K/7.6 Performed ultrasonic examination which revealed weld defect to be removed and no relevant indications To be noted reference report # 6316NDE090607 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my knwriedge, the abort, WAS NOT performed in accordance with the approved plans, specifications, and reg Superintendent/Representative: L� Technician: George Nail 05104 WeQK Ike ou Repo2doe Revision Id1 Effective Date: 5/25/05 The information provided as this report is prepared fix the occlusive use of the diens This report may not be reproduced in any roman without the written permission ado client and Kwan & Associates. fiKrazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 09-06-07 PROJECT 8: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE090607 CONTRACTOR: Belay Construction PERMIT NO: INSPECTOR: MISC: D06-147 G. Neill WEATHER: Sunny TEMP: 70 F x STRUCTURAL STEEL 1 1 OTHER I-1 FIELD/SHOP WELDING n V.T. Q MATERIAL ID X U.T. ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weki Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW ).3 Low roof moment frame Level 3 column splice Re -inspection Pcmks/Grid Q 'cl t D tl: PROCEDURE LEGEND su 1 DATA OEScwBED IN AWS D.1.1 DISCONTINUU V INFO REFERENCE REPORT NO. A. DEFECT LEVEL - 1 B. REFERENCE LEVEL C. ATTENUATION FACTOR a ci SOUND PATH (ANGOLAN DISTANCE) (It D 'OEPTk FROM SURFACE' A' L i, w U W O DISTANCE FROM WELD END "r M/16 E face T&BF, wb 3 x 70 1-2 63 M/17.6 E&W face T&BF,wb 6 x 70 iZ 63 M/18.4 W face T&BF, wb 3 X 70 1-2 63 K/6 Web 1 X 70 14 63 K17.6 web 1 X` 70 1-2 63 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013KIL CONFORMANCE OF WORK QTY Conforming Welds: 14 EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.750 SN 0114435 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welts: 14 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abo+ ! WAS NOT performed In accordance wilts the approved plans, specifications, and reg Technician: George Nail' SupenntersdenvRepresentatrve: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Puulsbo, WA 98370 19501 140 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 trr Report Rev. I. Effective 5125)05 020105 The information provided on this report is prcpe'cd for the exclusive use orthe diem. This report may not he reproduced in wry fortnst without the onium permission of the chat and Ronan & Associates. 'Q aZan. FIELD ISL &ASSOCEATES,INC. REPORT NO.. 0907071,7t GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANC 1NSPECTTON DATE: 07 Sept 07 CONTRACTOR: Baley Const PROJECT ft: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mali Exp INSPECTOR: B. Thompson/ G. Nail! LOCATION: South Center JtJRISDICTiON: Tukwila KRAZAN PROJECT MANAGER: KEG WEATHER: Sunny TEMP: 80 1) Met with contractor to verify placement and type of concrete being placed. 2) Sampled concrete and cast 2 sets of (4) 4 x 8 test cylinders reference cylinder report 090707-1, 090707-2 for test results. 3) Concrete was placed on the Pile caps grid lines H/ 3-4 J13-4 grade beams B1 -3,B.7/2-3 C.3-2,C-C.3B.7-C. and Lt Wgt concrete at grid lines L.9-N,L-N17-8. 4) Performed visual inspection of Pile caps reinforcing steel H/ 3-4 J/3-4 revealed Resteel to be. Complete per plans and specs. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the : plans, specifications, and mutat Superintendent/Representative: Technician: Benjamin Thompson/ 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 tlme client and Krazan & Associates. IK.12L2aI1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS090707 DATE: 09-07-07 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mali Expansion INSPECTOR: G. Neill LOCATION: South Center Mail JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. bir STRUCTURAL STEEL WEATHER: Partly Cloudy Temp: 70 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Performed fit up and monitored welding of full pen connections low roof cantilever beams Performed continuous visual inspection of Brace Frame welding level 3 Location: X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FLAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116' IV 5116' 318' Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. " Low roof Cantilever Beam J.8112 east connection misalignment between Beam flanges and Column Continuity plates exceed code allowable tolerance by V+ and due to the configuration of this connectio As installed the root and first 2 consecutive passes can not be effectively Ultrasonically tested. This Condition must be reviewed by the EOR for further acceptance. This Equipment/Asset Number(s): Item is recorded as discrepancy item #15. ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: VaT performed in accordance with the approved plans, specifications, and reg Technic: George Nail] 05104 Weidite Inspection Repottatic Thi idormatiaa provided as this report is prepared for the archurive we orehe diem. This repot may sot bs eepoduced in Roy Rroot without the wri r E ctive Doc 5/25105 of tie chert and Kruse & Associates 3A 0 A U ■ ■ El install Per Plans & Specs ❑ Submit RFI ❑ No. Repair 0 Owner Approval Required UT ryectable indication in the bottom flange East face connection esi level 3 c. �[ z -. 0 0z N n R b E E i: 8a b ELL x x o 4 aZO 000 9 00 0 z 0 a II 0 �zO 0000 O 0 .8 NCI f�1 et a (V vol 00 0 z 4) 0 8 2 .4 M E op 00 00 00 O z 0 0 0 o.m c4 1 a.a e. tix o �z 0000 3.8112 east conn. 4 4) z t� I<.I'2IZ2IJT1 &ASsoCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 10 Sept 07 PROJECT*. 066-06316 PROJECT: Westfield Mali Exp I-ocATION: South Center KRAZAN PROJECT MANAGER: KEG r FIELD REPORT NO.: 091007bt CONTRACTOR: Baley Const PERMIT NO: D06-245 INSPECTOR: B. Thompson JURISDICTION: Tukwila WEATHER: Sunny TEMP: 82 1) Meet with contractor for epoxy rebar for eighty-one holes using Simpson epoxy tie set 22 system with exp : Oct 08 2) Observer contractor applied epoxy as per instruction to the eighty-one holes and inserted rebar. as per specs and drawings. Slab overbuild dowels place at location C.6 -D.6/ line 13. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®1 WAS NOT © performed in accordance with the apptc d plans, specifications, and rejulatory requireme f. Superintendent/Representative: Technician: Benjamin fihompson 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. Q1KrI(razari$cASSOCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS091007 DATE 09-10-07 CONTRACTOR: Baley Construction PROJECT It 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nalil LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 78 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. ftem(s) Inspected: MATERIAL ID U.T. M.T. P.T. Performed fit up and monitored welding of full pen connections level 2 cantilever beams Performed continuous visual inspection of Brace Frame welding level 3 Brace frame gusset to beam connections 14.8/J, 14.8/J.8 NSE conn. J.8/16 level 3 Location:Theater seating brace H.8/17.6 Brace welding Mezz Deck welding, button punch and nelson studs C -D.5, H.8 -K/16.5-17.2 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' W 5/16" 318' Other % puddle Codes: x x x X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 and AWS D1.3 -04 Welding and bolting continues in other areas of the building work progression in general is in Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my tcnowiedge. the abo NOT performed in accordance with the approved plans, specifications, Superhtendent►Representattve: Technician: George Nail 05104 welding Ii.peetian Repottdoo The mG im ion provided an this tepon is prepared air the inclusive iv use of the ciieot. This report may not be reproduced in any rimiest wilhau the written stat 1 Effective rye: 3/25/05 n of the diens ed Kazan & Associate. Krazan&ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 18, 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, NED C�.�}u&UNITY 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, ICRAZAN & ASSOCIATES, INC. e, Kathryn E. Gordon Project Manager Puyallup Division SHHJpm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1SU1 - Thin Street NW Suite 1Uti, Auburn, WA atSUUL, (1b31 asu-L Uu Project No. 066-06316 CyI. Code 071998 Pour Date 8/7/2007 Report No. 22174 Weather Clou dy 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 Glacier CYLINDER REPORT Plant No. 255 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:25 673 115038 6" 68 65 Placement Area Location Base plates, location 13A-F8,14A-F8,15A-F4,16A-F1 Sample taken at 2 yards. Remarks Tailgate and wheel borrow used to place. Consolidated by H/F vibration Please refer to Field Report No. 81262 inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. 940 936 F. Ash Ibs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 2690 2696 Water lbs. 357 205 Air Ent. (oz) Other (oz) 28 27.6 Other (oz) 34 34 Other (az) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2X2X2 4.00 0.0 9890 2,470 TN N/A 28 2X2X2 4.00 0.0 17920 4,480 TN N/A 28 2X2X2 4.00 0.0 17410 4,350 TN N/A H 071998 8/15/2007 071998 9/5/2007 071278 9/5/2007 071998 071998 071998 071998 071998 Remarks Results Reviewed By )IrE Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) form 03101 Revrion Effective MS 5/12104 The kduamadon prettied on des import Y prepared lord the exclusive we of IM deed. This opal may not be reproduced In .1y forma !.bout t,e sodden prnirdon of the diem and Krezen & Aesoe4 icrazan & Associates, Inc. 1bU1 - lbth street NW Suite 7Uti, Auburn, WA 9bUU2, (253) 838-250U Project No. 066-06316 CyI. Code 072071 Pour Date 8/11/2007 Report No. 22085 Weather Clear 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:30 48 196825 5-112" 65 55 Placement Area Location North east corner by JC Pennys , A -D.25, 25-31 Remarks Pumped in place, mechanically vibrated Please refer to Field Report No. 81756 Inspector W. Bowles Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 5155 F. Ash lbs. C. agg. lbs. 1 1455 14680 c. egg. lbs. 2 485 1840 C. agg. lbs. 3 Sand lbs. 1333 14280 Water lbs. 100 1317 Air Ent. (oz) Other (oz) 21 208 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 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 072071 8/18/2007 7 4X8 12.60 0.0 63668 5,050 1 SW NIA 072071 9/8/2007 28 4X8 12.54 0.0 79900 6,370 1 TN N/A 071278 9/8/2007 28 4X8 12.54 0.0 78590 6,270 1 TN N/A 072071 H 4X8 1 072071 072071 072071 072071 Remarks Results Reviewed By fice.4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn Dalai nsNion 3 Effective D. stares Th. Ytarm.0an panned on Vie report is prepared for the endue** use on the did. This spot may nes M reproduced in ay 6mwt winot 1M wren prnission ate diet ed Kwan a Assock Krazan & Associates, inc. 1581 - lbtt1 Street NW Stine 1Uti, Auburn, WA libUU"L, (L03) I;149-'LODU Project No. 066-06316 Cyl. Code 072072 Pour Date 8/11/2007 Report No. 22086 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction 'Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:00 98 12180 6" 70 58 Placement Area Location North east corner by JC Pennys , A -D.25, 25-31 Remarks Pumped in place, mechanically vibrated Please refer to Field Report No. 81756 Inspector W. Bowles Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 5240 F. Ash Ibs. C. agg. lbs. 1 1455 14480 C. agg. lbs. 2 485 4870 C. agg. lbs. 3 Sand lbs. 1333 13980 Water lbs. 275 1968 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 28 days Date Specimens Recrd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072072 8/18/2007 7 4X8 12.60 0.0 66629 5,290 2 SW N/A 072072 9/8/2007 28 4X8 12.53 0.0 81110 6,470 2 TN N/A 071278 9/8/2007 28 4X8 12.54 0.0 79450 6,340 2 TN N/A 072072 H 4X8 2 072072 072072 072072 072072 Remarks Results Reviewed By / 6 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fo,m 03101 Mello. Deft 6112/0 Thi ltuertbn FroNdrd on this report Is mond rot the .xdu,M. 4N os es alit This report may not rN ngnoduosd in tiny tonna *Rout the written planiealon olive dent ■lir! Kresan S Aa Krazan & Associates, Inc. 1501 - 15th Street NVV Suite 1U15, AUDUrn, INA ybUU2, tZ*3) Vitt-LSUU Project No. 066-06316 Cyt. Code 072073 Pour Date 8/11/2007 Report No. 22087 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 7:30 75 121795 6" 70 Placement Area Location North east corner by JC Pennys , A -D.25, 25-31 Remarks Pumped in place, mechanically vibrated Please refer to Field Report No. 81756 Inspector W. Bowles AIN Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 5310 F. Ash lbs. C. agg. lbs. 1 1455 14480 C. agg. lbs. 2 485 4780 C. agg. lbs. 3 Sand lbs. 1333 13740 Water lbs. 275 2158 Air Ent. (oz) Other (oz) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 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 072073 8/18/2007 7 4X8 12.60 0.0 53746 4,270 3 SW N/A 072073 9/8/2007 28 4X8 12.54 0.0 71710 5,720 3 TN NIA 071278 9/8/2007 28 4X8 12.54 0.0 71390 5,690 3 TN N/A 072073 H 4X8 3 072073 072073 072073 072073 Remarks Results Reviewed By 14{4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement uncertainties: ASTM C-39 +1- 8% Fam 03101 RwoMon 3 Elle dim M,e17JO ifn Inbrrildien melded an this Med hi pt vors4 breve =dusk/ use of the dent, 7Hg report may not he reproduced le fey %md ,eithet.t the *Mee p.mr..lon of the darted Krazan & A..nd Krazan & Associates, inc. 1 bU1 -1 bih Street NW Suite les, Auburn, WA 9bUUA, (1bS)113V-"LbUU Project No. 066-06316 Cyl. Code 072074 Pour Date 8/11/2007 Report No. 22088 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:15 48 121803 6" 70 60 Placement Area Location North east corner by JC Pennys , A -D.25, 25-31 Remarks Pumped in place, mechanically vibrated Please refer to Field Report No. 81756 Inspector W. Bowles ammo Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COWU Cern. lbs. 520 5165 F. Ash lbs. C. agg. ibs. 1 1455 14520 C. agg. lbs. 2 485 4850 C. agg. lbs. 3 Sand lbs. 1333 13820 Water lbs. 275 2090 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 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 072074 8/18/2007 7 4X8 12.60 0.0 58704 4,660 4 SW N/A 072074 9/812007 28 4X8 12.54 0.0 72890 5,810 4 TN N/A 071278 9/8/2007 28 4X8 12.54 0.0 72260 5,760 4 TN N/A 072074 H 4X8 4 072074 072074 072074 072074 Remarks Results Reviewed By ea. 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) Pam 03101 Raihion 3 elsdM Du s 0/f2V TM IdbmrNon prerldsd on tlds wort 13 pspsd lor 1hr mu:WM w Mini dint, This report m y not be npodue.d b any bnnal dhoul Vile mitten psmiadun of 0* dog and Krazsi & Assad Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072075 Pour Date 8/11/2007 Report No. 22089 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 78 121809 6" 70 60 Placement Area Location Grade beams and pile caps, north east corner Remarks Pumped in place, mechanically vibrated Please refer to Field Report No. 81756 Inspector W. Bowles Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 5625 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 14860 Water lbs. 279.1 2022 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072075 8/18/2007 7 4X8 072075 9/8/2007 28 4X8 12.54 0.0 76840 6,130 5 TN NIA 071278 9/812007 28 4X8 12.54 0.0 74750 5,950 5 TN N/A 072075 H 4X8 072075 072075 072075 072075 Remarks Results Reviewed By M44 Date Reviewed 5 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 03/01 Revision 3 MOM. ace Ir+amt The lattrrnellort provided on Ns report i prepared kr the oro. w ate dent ThM wort may not be reprodrwed it .,y krmsl without the when puneesion of Ihe deg end Ktgoon 3 Mooch Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (2531 939-2500 Project No. 066-06316 Cyl. Code 072080 Pour Date 8/13/2007 Report No. 22190 Weather Clouds Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00 M021 190855 3-3/4" 72 50 Placement Area Location Column bases, lines 13-16/ B-E Remarks 66 cyds placed Please refer to Field Report No. 80893 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 5720 5730 F. Ash lbs. C. agg. tbs. 1 16005 15920 C. agg. lbs. 2 5335 5320 C. agg. lbs. 3 Sand lbs. 15616 15600 Water lbs. 1617 1655 Air Ent. (oz) Other (oz) 231 232 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recrd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072080 8/20/2007 7 4X8 12.60 0.0 58092 4,610 SW NIA 072080 9/10/2007 28 4X8 12.54 0.0 80290 6,400 TN N/A 071278 9/10/2007 28 4X8 12.54 0.0 75290 6,000 TN N/A 072080 H 4X8 072080 072080 072080 072080 Remarks Results Reviewed Bye 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% Pam 03161 psMslon 3 EIM.M DMs 611204 The b* .lion pivot sd on 0*mod Is inspired far Ihs exclusive UM of the c6set. This revel may not be reproduced h user bent *Rlpst the mitten panrisslon d the sleet sed Kraus i Assod* I •I r.e.ea I/ 601 nae V%fla eO, 11 IV. IJV 1 - IJtII VIJ QQL 1\•• VYIIQ IYY, 114.1e/NI II, •11 % , tiVJ/ Project No. 066-06316 Cyl. Code 072126 Pour Date 8/14/2007 Report No. 22191 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # X Air (in.) (F) (F) (pcf) 7:52 M136 121856 6" 75 50 Placement Area Location 2nd floor deck slab, Sample #2 Remarks Sample taken at 92 cyds Please refer to Field Report No. 80894 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 6716 6735 F. Ash Ibs. C. agg. Ibs. 1 17452 17420 c. agg. tbs. 2 C. agg. Ibs. 3 Sand Ibs. 16853 16980 Water Ibs. 1433 1422 Air Ent. (oz) Other (oz) 396 396 Other (az) 55 55 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 Cyl. Test Field Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072126 8/21/2007 7 4X8 12.60 0.0 49848 3,960 SW N/A 072126 9/11/2007 28 4X8 12.54 0.0 62710 4,960 TN NIA 071278 9/11/2007 28 4X8 12.54 0.0 69380 5,530 TN N/A Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break 072126 H 4X8 072126 072126 072126 072128 Remarks Results Reviewed By /r.` Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Penn 03101 Revision 3 WWI.* Date 5112.01 The inform Ion provided on this impart k prepared for the exclusive w of the died. This mewl may not W Nplodeold iM1 rry kneel without the written eennisslon of the dirt mrd Kraran & Msocb 1\I CAL.II1 VL noow,aLLUO, 111V. 1101.0 1 - IJL/I YtI4744 III WV 1.e1411W IVU, /7{AYYI 1I, VT , 1LJJl pJ..7-R.,1VU Project No. 066-06316 Cyl. Code 072128 Pour Date 8/14/2007 Report No. 22196 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:06 M136 121850 6" 75 50 Placement Area Location 2nd floor deck slab, Sample #1 Remarks Sample taken from 1st truck, 11 cyds Please refer to Field Report No. 80894 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No.- 15MD02 15MD02 Cam. lbs. 6210 6200 F. Ash lbs. C. agg. lbs. 1 12353 12420 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 16410 16380 Water lbs. 1997 1982 Air Ent. (oz) Other (oz) 396 396 Other (oz) 55 55 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 3,000 @ 26 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 072128 8/21/2007 7 4X8 12.60 0.0 43168 3,430 SW N/A 072128 9/11/2007 28 4X8 12.54 0.0 70010 5,580 TN NIA 071278 9/11/2007 28 4X8 12.54 0.0 70810 5,650 TN N/A 072128 H 4X8 072128 072128 072128 072128 Remarks Results Reviewed By )t!c Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 00101 Maiden 3 ER.dM. pats 5/12tl1 The i16,malion podded an It a ninon it prepared far the aieagWe use o1 the dlent. This nand may not be reproduced i, any format without the mitten pagination laths Newt and Kazan i Aaaw* ni matt a nn:. lout - tom atreex rive butte -Ua, Auburn, VYA 9tsUUL, (LasJ !!s9-Z*UU Project No. 066-06316 Weather Clear Cyl. Code 072127 Pour Date 8/15/2007 Report No. 22195 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 Time Truck# Ticket # 6:02 M324 191004 Plant No. 201 Slump %Air (in.) 7'I Mix Temp. (F) 75 Site Mix Air Temp. (F) 50 Unit Wt. (pcf) Placement Area Location 3rd floor deck slab 164 cyds placed Remarks Sample obtained from 1st truck at 12 cyds. Please refer to Field Report No. 81340 inspector J. Maggard Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 6500 F. Ash lbs. C. agg. Ibs. 1 20640 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 20162 Water lbs. 1601 Air Ent. (oz) Other (oz) 528 Other (oz) 204 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 07400G3 6580 20560 20120 1572 532 204 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 072127 8/22/2007 072127 9/12/2007 071278 9/12/2007 072127 072127 072127 072127 072127 Remarks Results Reviewed By irec Field Cure Codes for Break Types: Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4X8 4X8 4X8 4X8 Area 12.54 12.62 12.62 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% C.F. 0.0 0.0 0.0 Date Specimens Rec'd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 66220 81240 81110 5,280 6,430 6,430 Date Reviewed MT MT MT N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ram 0310* Narfnn a Malys Pis 0112104 T . alarm on provided an *IU newt k p.V•..d 101 Ma manna ma oaths dere. This neat may nal ba reproduced it any ionnr mahout the maim p.,mi.bn of the dant and Kaman & Assad ,N*a 411 Yl PYOOV1+lalUa, 1e IY• tau f - .JU. OU nee mine mu, Muuurn, rrt► SlouVL, t«3) !l.) -LODU Project No. 066-06316 Cyl. Code 072125 Pour Date 8/15/2007 Report No. 24691 Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:41 M752 124898 6-1/2" 75 55 Placement Area Location 3rd floor deck slab 164 cyds placed Remarks Sample obtained from load #7 Please refer to Field Report No. 81340 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No. 0740063 0740063 Cem.lbs. 66600 6620 F. Ash lbs. C. agg. lbs. 1 20640 20580 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 20316 20380 Water lbs. 1670 1650 Air Ent. (oz) Other (oz) 528 528 Other (oz) 204 204 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 072125 8/22/2007 7 4X8 12.54 0.0 63590 5,070 MT N/A 072125 9/12/2007 28 4X8 12.62 0.0 78050 6,180 MT N/A 071278 9/12/2007 28 4X8 12.62 0.0 80010 6,340 MT N/A 072125 H 4X8 072125 072125 072125 072125 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) Pam 03101 Rndslen 3 ltfsedha bale 3/17/4u The Homurbn provided on Ods report M prepped /or ter exclusive use of the client This repot may not be reproduced fi any fame, %ennui the sullen permission of the den aid Nunn & Assoc, rvV e - ../Nl VM Pal III •• VI1UIV IWV, PaMYYI r1, ••A , `LJ j LV.7�LJVV Project No. 066-06316 Cyl. Code 072129 Pour Date 8/15/2007 Report Na. 24690 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 12:20 5" 80 60 Placement Area Location Pile caps and grede beams. B line 1.3-2, B.7, 1.3-2 2 line B -B.7 50 cyds placed Remarks Concrete placed using pump truck. Consolidated with mechanical vibrator Please refer to Field Report No. 81340 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 5650 5625 F. Ash lbs. C. agg. Ibs.1 18600 18520 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 15312 15280 Water lbs. 378 384 Air Ent. (oz) Other (oz) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 072129 8122/2007 7 4X8 12.54 0.0 62510 4,986 MT N/A 072129 9/12/2007 28 4X8 12.62 0.0 72620 5,750 MT N/A 071278 9/12/2007 28 4X8 12.62 0.0 74910 5,940 MT N/A 072129 H 4X8 072129 072129 072129 072129 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% Faxen 03101 Revision 3 OWN* Dab 3I12/0a The b* n' len reward on the import 11 prepared facile exclusive use atm dant This watt may not be reproduced nen tonna without the rattan parmfsebn of the cp..t ed K.•zan a Assad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071268 Pour Date 8/16/2007 Report No. 23971 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:10 M018 191147 5" 75 62 Placement Area Location Sample obtained from 3rd story curb. 6.5/J.5 -J.9, J.9/6.5-8.8 K.5/8.8+10. Grade beams 27/G-K.2,28/G-J.8,291G-J,30/G-J G/30 -31,G.9130 -31,H/28 -31,J/28 -30,J.8/27-38 Remarks Concrete placed using pump truck Please refer to Field Report No. 81607 Inspector J. Maggard Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 6204 6175 F. Ash lbs. C. agg. lbs. 1 20563 20560 C. agg. lbs. 2 C. agg. lbs. 3 sand lbs. 16620 16680 Water lbs. 1747 1749 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 071268 8/23/2007 7 4X8 12.62 0.0 52600 4,170 MT N/A 071268 9/13/2007 28 4X8 12.69 0.0 71030 5,600 MT N/A 071278 9/13/2007 28 4X8 12.69 0.0 66870 5,270 MT NIA 071268 H 4X8 071268 071268 071268 071268 Remarks Results Reviewed By Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 0310+ Rw1.wn 3 Effect.* Data MVO* ina i moeba vis on Ilia wait k Prepared for the ..d,..hi.... Of the daet This r.p.,t may not ton In any remr without Om wider p.nal.aia+d tn.' dont and Kr.zan a Aslant Itrazan & Associates, Inc. 1m -1 Dtn &treet roW ,uite lull, AUDUrn, WA StfUtil, (1DJ) tc.is-1DuU Project No. 066-06316 Cyl. Code 072167 Pour Date 8/17/2007 Report No. 25408 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) 12:51 747 191235 5-1/2" 75 73 Placement Area Location Grade beams J.10, 25 to 25.5, J.10, 26.5 to 27, 29.9, J to J4 8.9, J to J8, 28/J8, J11, J8, 28 to 29, R2 at 27 to J.4 at 29.9 Sampled 11 cyd truck Remarks Concrete placed by truck chute, consolidated by H/F vibrator Please refer to Field Report No. 81707 Inspector M. Jewell Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 563 F. Ash lbs. C. agg. Ibs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 33 31 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 @ 2B days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072167 8/24/2007 7 4X8 12.54 0.0 50710 4,040 1 TN N/A 072167 9/14/2007 28 4X8 12.62 0.0 71780 5,690 1 MT N/A 071278 9/14/2007 28 4X8 12.62 0.0 70194 5,560 1 MT NIA 072167 H 4X8 1 072167 072167 072167 072167 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% RIM 07101 R.d4sna EfJpM. Dads 852101 The Yioraafkn waded a1 Ms report ie prepared for the Ingkel.a ire of the dent. Mk neat may not be Isproducerna any formed What fhs written permission of the dent and Klemm i Mood VERIIPENZINI Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072353 Pour Date Weather Sunny Ju risdiction City Of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 8/30/2007 Report No. 900018 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Glacier Time Truck# 9:00 23 Ticket # 122174 CYLINDER REPORT Plant No. 291 Site Mix Mix Slump Temp. % Air (in.) (F) Flow 73 Air Temp. (F) 70 Unit Wt. (pcf) Placement Area Location Column base plate grout J.8 -N/12-17.6 Sampled at 2 cyds out of 3 cyds total Remarks Placed by georgia buggy and bucket Please refer to Field Report No. 6316DFR083007 Inspector B. Thompson Reported Batch Data Design Weights Mix No. 3954N Cern. lbs. 940 F. Ash lbs. C. agg. lbs. 1 C. egg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2690 2681 Water lbs. 357 327 Air Ent. (oz) Other (oz) 28 29.3 Other(oz) 34 33.3 Other (oz) Other (oz) Water Added on Job (gals.) 15 Actual Weights 3954N 933 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 072353 9/6/2007 072353 9/27/2007 071278 9/27/2007 072353 072353 072353 072353 072353 Remarks Results Reviewed By 0.4 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 2x2 4.00 0.0 23720 5,930 TN NIA 28 2x2 28 2x2 H 2x2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear FOrm 03101 f1.w5fbn 3 Motley D.f. 5/12dr Th. H onneden Reveled .n thio report le prepared for the eackedes we of the alert. The report mow nal he reproduced in. y brunet without Ore eaten prmlulon of the cant and Kr.ien & A.aocl: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) S IaL.Rn vR P'►OOVVIQI. O, OlV. 1 M 1 - Will VM Wen PrUY vuIco IUV, 0 -muumuu, •YR% ODUU ., a a-iPuv Project No. 066-06316 Cyl. Code 072390 Pour Date 9/4/2007 Report No. 90407-1 Weather Overcast/Rain Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pct) 7:10 324 122114 6" 72 62 Placement Area Location Second deck, grid fines 12 -15/K -L Sampled at 5 cyds Remarks Placed by boom truck, mechanical consolidated by H/F vibrator screed. Please refer to Field Report No. 090407 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 607 F. Ash lbs. C. agg. lbs.1 1123 1118 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1444 Water lbs. 260 243 Air Ent. (oz) Other (oz) 5 5 Other (oz) 36 36 Other (az) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Reed. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072390 9/11/2007 7 4x8 12.54 0.0 40890 3,260 1 TN N/A 072390 10/2/2007 28 4x8 1 071278 10/2/2007 28 4x8 1 072390 H 4x8 1 072390 072390 072390 072390 Remarks Results Reviewed By 4Z Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Reriebn 3 ERaerra o.t. 0/1213.1 The Infannedon molded an lam report to prepared for the 'Munro me dine Tait This report may not be reg oduoed h airy femurt without the %teen pat &,n a( the Ment and Kraz n i Maack 111 dLd1, Ot !'►Sai tadLtfl, Iltt:. I01/ 1 - L.7LLi'7LICUL 1,11111 0U11C IUO, MULIUFIS, MWM %IODUL, tcool bou-L000 Project No. 066-06316 Cyl. Code 072391 Pour Date 9/4/2007 Report No. 90407-2 Weather Overcast/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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:55 076 122533 6" 73 64 Placement Area Location Second deck, grid lines 12 -151K -L Sampled at 80 cyds Remarks Placed by boom truck, mechanical consolidated by H/F vibrator screed. Please refer to Field Report No. 090407 Inspector B. Thompson IMMIX Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. lbs.1 1123 1129 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1427 Water lbs. 260 239 Air Ent. (oz) Other(oz) 5 5 Other (oz) 36 36 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 x OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072391 9/11/2007 7 4x8 12.54 0.0 40840 3,260 2 TN NIA 072391 10/2/2007 28 4x8 2 071278 10/2/2007 28 4x8 2 072391 H 4x8 2 072391 072391 072391 072391 Remarks Results Reviewed By Kg, 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% Fam, mtol RNhien 3 Effective Dd. 5112/14 Th. Hoemnfbn peMdd an lf,l. ,.pod p,ep.ed far ms eaciusive use tithe dot The report may not be reproduced In any frond whoa me rattan permission al the client end Erezr, & Awed •••.wmr••• M fwvv vf••vY, .•lV• IVV e — .VNI vu saws Iv eV VU.aO 1 Sill, l%UUU111, 111" vLJJ91 ilJ.7•'LJVV Project No. 066-06316 Cyl. Code 072425 Pour Date 9/5/2007 Report No. 90507-1 Jurisdiction City of Tukwila Permit No. D06-245 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) 7:10 324 192123 5° 69 68 • Placement Area Location Slab on grade at grid lines E -J/26-31 Sampled at 9 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090507 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COW11 Cern. lbs. 520 520 F. Ash Ibs. C. egg. lbs. 1 1455 1456 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 232 Air Ent. (oz) Other (oz) 21 21 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Design Strength 4,000 @ 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 072425 9/12/2007 7 4x8 12.62 0.0 54120 4,290 1 MT N/A 072425 10/2/2007 28 4x8 1 071278 10/2/2007 28 4x8 1 072425 H 4x8 1 072425 072425 072425 072425 Remarks Results Reviewed By 2fra 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 0-39 +1- 8% Rom 03101 Miriam 3 elscdr. oal. EI1210e The irearmnetion rimed en this resort *prepared for the IerdulNe u.. of 0r. due. Thio report may net he reproduced in any lomat rat nrl the %Mem perrrrabn et the dud and Kronen 3 Aaami •..4.1.101a aw rvoovr.tama, re K., to t - lout street tvvv Dune not), Aunurn, vVA yt3UU'L, (2b3) 939-1bUU Project No. 066-06316 Cyl. Code 072426 Pour Date 9/5/2007 Report No. 90507-2 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F} (pci) 8:10 324 12257 5" 72 70 Placement Area Location Slab on grade at grid lines E -J/26-31 Elevator pit walls H/1.9 Sampled at 75 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090507 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 536 F. Ash lbs. C. agg. Ibs.1 1455 1451 C. agg. lbs. 2 485 491 C. agg. lbs. 3 Sand lbs. 1333 1328 Water lbs. 255 261 Air Ent. (oz) Other (oz) 21 21 Other (oz) Other (oz) Other (oz) Water Added on Job Sgals:1 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 x OTHER ASTM C138 ASTM C173 X ASTM C172 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 7 4x8 12.62 0.0 50630 4,010 2 MT N/A 28 4x8 2 28 4x8 2 H 4x8 2 072426 9/12/2007 072426 10/2/2007 071278 1012/2007 072426 072426 072426 072426 072426 Remarks Results Reviewed By /fa4„, Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C6i7 X ASTM C1231 ASTM C760 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 03101 RarYlan y Effective Dale 5117101 The Yrramrelwn pierHed en m* esprit Y premed far the exclusive use ditto sled. This wort mey net be reproduced in eny formal, hoil Cr ween pwnrk bn el the dime end Mean s Aaeoab Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072440 Pour Date 9812007 Report No. 90707-1 Weather Suny 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:07 76 1921310 4" 70 70 Placement Area Location Back fils at grid lines 16/F-H,13.91F-H,17.61F-H. Grade beam and pile caps B1-3,B.7/2-3,C.3-2,C-C.3B.7-C.3 Sampled at 5 cyds Remarks Placed by tailgate and pump truck. Mechanically consolidate by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 01600 Cern. tbs. 564 565 F. Ash lbs. C. agg. Ibs.1 1860 1865 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz} Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 x 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 7 4x8 12.62 0.0 49284 3,905 1 MT N/A 28 4x8 1 28 4x8 1 H 4x8 1 072440 9/14/2007 072440 10/5/2007 071278 10/5/2007 072440 072440 072440 072440 072440 Remarks Results Reviewed By -e, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) l=oon 03101 ReW1en 3 Etfedlve Ode 6f12O0 TM infoimotkot p0NM W on Uip report Is prepared for Its ruiWw use of the dent This sport May not b. reproduced In any lomat *Shout the wwten pembsebn d the dant and Kim i Mooch Krazan & Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 072441 Pour Date 9/7/2007 Report No. 90707-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 136 122650 6" 74 70 Placement Area Location Second deck grid lines L.9 -N, L -N/7-8 Sampled at 5 cyds Remarks Placed by pump truck, mechanically consolidated by H/F vibrator Please refer to Field Report No. 090707 Inspector B. Thompson Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cam. lbs. 610 608 F. Ash lbs. C. agg. lbs. 1 1123 1128 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1429 Water lbs. 260 243 Air Ent (oz) Other(oz) 5 5 Other (oz) 36 36 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 x OTHER ASTM C231 Laboratory Data Design Strength 3,000 c 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 072441 9/14/2007 7 4x8 12.62 0.0 40871 3,240 2 MT N/A 072441 10/5/2007 28 4x8 2 071278 10/5/2007 28 4x8 2 072441 H 4x8 2 072441 072441 072441 072441 Remarks Results Reviewed By "7 , 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 Reni10e 3 Meth* Dile dlrn, me Ydo,md1e or.Mded an oda repot M Ovored kr thexclusive use of the cleft. Thin remit may not i. nnodueed in soy fond resod the notion p.rtdnbn ditto den and *man & Maxi itlaZ � & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 6, 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 AUG 13 2001 COMMUNITY DEVELOPIM¢ENT 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. it(dL_ Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break tlrazan Associates, inc. lou 1 - Tom aireet ivvv aulie iuo, Auourn, VIA a*uuL, V3V-LOUti Project No. 066-06316 Cyl. Code 071133 Pour Date 6114/2007 Report No. 61407-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:05 75 187123 6-114" 66 55 Placement Area Location Slab on gradg A -C/16-18, A -E.5/18-24 Sampled at 6 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.Ibs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 250 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 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071133 6/2112007 7 4x8 12.54 0.0 51930 4,140 1 TN N/A 071133 7/12/2007 28 4x8 12.55 0.0 70710 5,630 1 TN N/A 071133 7/12/2007 28 4x8 12.55 0.0 73320 5,890 1 TN N/A 071133 H 4x8 1 071133 071133 071133 071133 Remarks Results Reviewed By p Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Foran 03101 Revision 3 effecter* Dols 6012/0t The lnbrm.non PKM0.1 en Ods neat Y pr.p.rd for the micl she ,,i. d the siert This report nnay not be reproduced in any tonna without V. mitten permission d to dent and Nrszan a Aimee r%I accts. Q !'1.-iS1.1410:1N7b, 1014. IJV 1 - 1JL11 e7II C013& 101V10 JUI LG 1VV, PauLruI11, TV . OVVL, 1L:7Jf bJiJ-LJVV Project No. 066-06316 Cyl. Code 071134 Pour Date 6/14/2007 Report No. 61407-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:42 76 187128 5-1/2" 67 56 Placement Area Location Slab on gradg A -C/16-18, A -E.5/18-24 Sampled at 65 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cam. lbs. 520 516 F. Ash lbs. C. agg. lbs. 1 1455 1460 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand lbs. 1333 1321 Water lbs. 275 247 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 3,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 071134 6121(2007 7 4x8 12.54 0.0 48660 3,880 2 TN NIA 071134 7/12/2007 28 4x8 12.56 0.0 74740 5,950 2 TN N/A 071134 7/12/2007 28 4x8 12.56 0.0 67260 5,360 2 TN NIA 071134 H 4x8 2 071134 071134 071134 071134 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) Fonh103101 RMvlsbn 3 Effective Date 911410e The Ydormehon provided ort die rapist i Prapred for the eadusne bet el the diet. This eapont mry not be repnaduad N any rennet without the v,tten permission of the dime and Kroean b Assort r�1 aLa11 a 110aV1.1011.420, Wk. 1JV i - 1 41111 VU OU% r\r■ OUPW IVU, YAWL' 1I, W P aUUUL, OJ.7-LJVY Project No. 066-06316 Cyl. Code 071135 Pour Date 6/14/2007 Report No. 61407-3 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:13 88 187134 5" 68 56 Placement Area Location Slab on gradg A -C/16-18, A -E.5118-24 Sampled at 110 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 524 F. Ash lbs. C. agg. Ibs.1 1455 1468 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand Ibs. 1333 1334 Water tbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071135 6/21/2007 7 4x8 12.54 0.0 45270 3,610 3 TN N/A 071135 7/12/2007 28 4x8 12.56 0.0 68900 5,490 3 TN N/A 071135 7/12/2007 28 4x8 12.56 0.0 68020 5,420 3 TN N/A 071135 H 4x8 3 071135 071135 071135 071135 Remarks Results Reviewed By Ale; Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Revision a ElfsWwD . 5/12/04 The F omuMon provided on M4 repot is meowed for the inclusive use of the client Tris sport may not be reproduced i, wry brawl wthort the whiten permission a the clam eM Krazan d Aswek MI dad11 GI PM1saUt.IdLIVO, Il le.. 1:/Y 1 - IUUI Oil Win MUM KlUILtl IUU, PSYU U1ll, •V? SOYVL, tL"JJl 37.)27-LJ11JV ' Project No. 066-06316 Cyl. Code 071136 Pour Date 6/14/2007 Report No. 61407-4 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall ExpansionEngineer 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 # 'k Air (in.) (F) (F) (pcf) 8:40 65 120083 4" 70 57 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 152 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! ACESITIVIELIS Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 517 F. Ash lbs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 492 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 071136 6121/2007 071136 7/12/2007 071136 7/12/2007 071136 071136 071136 071136 071136 Remarks Results Reviewed By Design Strength 3,000 @ 28 days Date Specimens Rec'd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.54 0.0 42760 3,410 4 TN NIA 28 4x8 12.56 0.0 61690 4,910 4 TN N/A 28 4x8 12.56 0.0 69940 5,570 4 TN N/A H 4x8 4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 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 gwrYbn Elective We 0.117/0. The idonrtetion worded on No report Y preened for the exclusive uas of the dent. This report may not be reproduced h any formal Wi houl the written pwntasbn of the dent and Kazan a Msocb hfazan a Associates, Inc. 1011 - 73in btreet NMI 4uite 7uo, AUDUrn, YYA vauui, (23.5) y4 -L,UU Project No. 066-06316 Cyl. Code 071137 Pour Date 6/14/2007 Report No. 61407-5 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 747 120091 5" 70 60 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 218 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1451 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1453 Water lbs. 275 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 3,000 @ 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 071137 6/21/2007 7 4x8 12.54 0.0 47050 3,750 5 TN N/A 071137 7/12/2007 28 4x8 12.56 0.0 73410 5,840 5 TN NIA 071137 7/12/2007 28 4x8 12.56 0.0 69480 5,530 5 TN N/A 071137 H 4x8 5 071137 071137 071137 071137 Remarks Results Reviewed By KO Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- B% Form 03101 Revision 3 Effective pals 31-12/04 The Information provided on lits report is prepared for the ekNustre use of the client This report may not be reproduced in any format without the wdden permission of the diet and Krazan & Assam Krazan & Associates, inc. 'Iiytn Street NiN suite lUb, Auburn, VVA `3bUUL, (xas) a.i -Z UU Project No. 066-06316 Cyl. Code 071138 Pour Date 6/14/2007 Report No. 61407-7 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:20 18 120107 6" 71 57 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 303 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 519 F. Ash lbs. C. agg. Ibs.1 1455 1454 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1340 Water lbs. 275 265 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 0231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # Sy Type 071138 6/21/2007 7 4x8 12.54 0.0 51120 4,080 7 TN N/A 071138 7)1212007 28 4x8 12.56 0.0 73950 5,890 7 TN NIA 071138 7/12/2007 28 4x8 12.56 0.0 80060 6,370 7 TN N/A 071138 H 4x8 7 071138 071138 071138 071138 Remarks Results Reviewed By /fa, Date Reviewed Codes for Break types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 0310t RwArion 3 Effective Dote 5l12/0t The Wdonratlan provided on this sport Y prepsed br is ea Waive use of the client This report may not be reproduced in any bunk without the widen pemrfemon ot the client and icrazen 6 Assoc, nrazan at Associates, Inc. 13V - "Iain Dtreet ruv .7Wte 'ItlO, Auburn, YYA VoUVc, tsaw-couu Project No. 066-06316 Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 071140 Pour Date 6/14/2007 Report No. 61407-9 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction 'Field Data Concrete X Other Supplier Miles CYLINDER REPORT Time Truck# Ticket # 12:00 136 120114 Plant No. 203 Mix Slump Temp. % Air (in.) (F) 5-1/2" 70 Site Mix Air Temp. (F) 70 Unit Wt. (Pcf) Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 401 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 inspector G. Nail! airinaarnre Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. C. agg. Ibs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 275 Air Ent. (oz) Other(oz) Other (oz) Other(oz) Other(oz) Water Added on Job (gals.) Actual Weights 15COVW 518 1452 487 1332 264 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 071140 6/21/2007 071140 7/12/2007 071140 7/12/2007 071140 071140 071140 071140 071140 Remarks Results Reviewed By {�� Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.54 0.0 28 4x8 12.56 0.0 28 4x8 12.56 0.0 H 4x8 Max. Load 54230 74740 79550 Comp. Str. (psi) 4,320 5,950 6,330 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 9 TN NIA 9 TN N/A 9 TN N/A 9 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fawn 03101 Revision Efredh, Date 5(12/0+ The Ydormetion pmytlad on It reed is prepared for the extrusive use of the dNnt. tat report may not fie reproduced ti ray format without the wd0en pamhabn of the dant and Kneen 6 Aysodi Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) I 8 U .0 81 Itl 11DaVLdOLC.7, II II.. IJV 1 - IJLII e71.411710L IUY a7UILC IVU, /KLILIUIII, IVY" sOVVG, V.10—L"JUU Project No. 066-06316 Cyl. Code 071142 Pour Date Weather Mostly Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. 6/14/2007 Report No. 61407-10 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:15 19 CYLINDER REPORT Ticket # 187138 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/4" 74 65 Unit Wt. (pe) Placement Area Location Beam 20.6/J -J.8, grade beams 24/J-J.6,25/J-J.6,K/18.82-20.3 Sampled at 28 cyds Remarks Placed by boom pump amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 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. Code Test Date 071142 6/21/2007 071142 7/12/2007 071142 7/12/2007 071142 071142 071142 071142 071142 Remarks Results Reviewed By j(E� Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Max. Dim. Area C.F. Load 4x8 12.54 0.0 45660 4x8 12.56 0.0 72550 4x8 12.56 0.0 71500 4x8 Comp. Str. (psi) 3,640 5,780 5,690 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 10 TN N/A 10 TN N/A 10 TN N/A 10 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 R.N,lon3 Effective Clete VIVO. The Ydormelfon pmvlded on Ile report k yryPered ler the exclusive we of the Wert. The report mey nor be reproduced in . ' format **haul the Millen Plrni'seon or the awl end Wenn d Peeock 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) �... — v. a%uaim+t•I, •VM JODUL, Val0.1 V30.1L7aV-000U Project No. 066-06316 Cyl. Code 071401 Pour Date 6/25/2007 Report No. 62507-1 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction xtoleeseet Field Data CYLINDER REPORT Concrete X Other Supplier Glacier Plant No. 291 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 618 101372 Flow 76 54 Placement Area Location Base plage grout 6/C.3,D,D.4,E.5,7/B.2,C,D,8/B.2,C,D,E, 9/C. 3, D, E, E.5,10/C.3, D, E, E.5, E.10,11 /C -F.4 Sampled at 1.5 cyds Remarks Placed by wheel barrel and mechanically consolidated by H/F vibration Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 3665N 3665N Cem.lbs, 940 933 F. Ash lbs. C. agg. Ibs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand tbs. 2640 2673 Water lbs. 375 366 Alt Ent. (oz) Other (oz) 47 46.6 Other (oz) 100 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 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. Cyl. Test Field Max. Comp, Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071401 7/2/2007 7 2x2x2 4.16 0.0 20344 4,910 SW N/A 071401 7/23/2007 28 2x2x2 4.13 0.0 21250 5,150 TN N/A 071278 7/23/2007 28 2x2x2 4.15 0.0 23810 5,740 TN N/A 071401 H 2x2x2 071401 071401 071401 071401 Remarks Results Reviewed By A ' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- S% tiomu 03101 Revision 3 Effective Date 5Po2'0d The info n otian porkiest an OW report Y prepwed for the exclusive use of the niece This revolt rimy not be reproduced In any formal *thud the ,dl.n perndrnon a4 the dant end Krazen & &send 1314.41111 1* OVi..IOI a, 11111ar. WV e — INt,l. VY WM MIMI VNI►V IVV, ru uul it, IV" aYVVL, QNh7—iJVI/ Project No. 066-06316 Cyl. Code 071386 Pour Date 6/27/2007 Report No. 62707-1 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 Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:20 747 187892 5" 72 60 Placement Area Location Column pour backs B19 -12,B.3/5-9, F. 118,C/12,C/11,C.319.3 C.3/10,B.3/7,B.3/8,C17,C/8,C.3/6, grade beams M/23-24, 23/M.8 -M/24 Sampled at 6 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. ms. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 486 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071386 7/5/2007 7 4x8 12.57 0.0 47812 3,800 1 SW N/A 071386 7/26/2007 28 4x8 12.56 0.0 62830 5,000 1 TN N/A 071278 7/26/2007 28 4x8 12.56 0.0 67320 5,360 1 TN N/A 071386 H 4x8 1 071386 071386 071386 071386 Remarks Results Reviewed By 60 Date Reviewed Design Strength 4,000 @ 28 days Date Specimens Rec'd. 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% Fane 031OS Revision 3 Effective Date #1710, Ira Yrarmatbn Previa $ en Ilia Wad n Manama forth. .wde.A..... arta' al.t. This Wad may not no ..woduord wry format %Mout m• rattan pwnpdon of thl elan and Kneen 6 Mood Hrazan at Associates, inc. 7aul - torn otreet Ivry *me t uo, Auourn, vvA uouuc, (Los, a•ss-zouu Project No. 066-06316 Cyl. Code 071385 Pour Date 6/27/2007 Report No. 62707-2 Weather Partly Sunny Jurisdiction City of Tukwila Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data 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) 13:05 433 826518 6" 68 72 Placement Area Location Piles 645,688,732,733,734 Sampled at 15 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 450 F. Ash lbs. 80 82 C. agg. lbs. 1 1943 1952 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1404 Water lbs. 230 223 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 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 Code 071385 7/5/2007 071385 7/26/2007 071278 7/26/2007 071385 071385 071385 071385 071385 Remarks Results Reviewed By K.X Test Date Codes for Break Types: 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 12.51 0.0 45930 3,650 2 SW N/A 28 4x8 12.56 0.0 69950 5,570 2 TN N/A 28 4x8 12.56 0.0 75300 6,000 2 TN NIA H 4x8 2 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) roatr103101 RerMbn 9 Ella0IW Die 511710' The Mormetion proridad on Ida report k prepared for 1M esc#rHe use of the cleat This repot may not W reproduced wr any forma without 5n widen palliation of Br Dar, and Krum & Mack rel dtdll Cs %bbVLldW., 1111.. .7V 1 - 1.7111 011r1U1 r1YY oU11C IUD, N111J1.II11, YYiM ilOYVC, 11,L0.3)'J7'LUVV Project No. 066-06316 Cyl. Code 071383 Pour Date 6/28/2007 Report No. 62807-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data 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) 13:05 78 188004 5" 68 70 Placement Area Location Pile caps 26/C.3,26/C.9,261D.1,27/C.3,27/C.9,27/D.6,27/G Sampled at 5 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 258 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 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 071383 7/5/2007 7 4x8 12.51 0.0 54637 4,350 1 SW N/A 071383 7/26/2007 28 4x8 12.56 0.0 71380 5,680 1 TN N/A 071278 7/26/2007 28 4x8 12.56 0.0 75450 6,010 1 TN N/A 071383 H 4x8 1 071383 071383 071383 071383 Remarks Results Reviewed By kE 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) Foam 03101 Revision 3 Hlfedke Dda0l12/01 The infonnatkp provided on this newt is prepared for dre seclusive um of the dist. This report may not be reproduced in any form* wproe* the wrdten pennisabn of the dent and 1Vazen d Aaeod, nrazan *Associates, inc. IOU 1 - iatn °tree( row °ulte 'ruu, Auourn, mu. Jouuc, vosI Sisv-c3uu Project No. 066-06316 Cyi. Code 071384 Pour Date 6/28/2007 Report No. 62807-2 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (fn.) (F) (F) (pcf) 15:15 409 827185 6" 70 70 Placement Area Location Piles 683,684,685,686,687 Sampled at 15 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 451 F. Ash lbs. 80 83 C. agg. lbs. 1 1943 1956 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1448 Water lbs. 230 211 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim, Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.57 0.0 53242 4,240 2 SW NIA 28 4x8 12.56 0.0 78720 6,270 2 TN N/A 28 4x8 12.56 0.0 76820 6,120 2 TN N/A H 4x8 2 071384 7/5/2007 071384 7/26/2007 071278 7/26/2007 071384 071384 071384 071384 071384 Remarks �/ Results Reviewed By Kite 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) ✓ wm 03,0, ftrtMon 3 e llseltto O. 5#1Z0 The Yismvtlan pmMd.d on tNs MP* k prepared for thy asdtgim ws of the dui. This ladort may not b. Iprnduad in srry famtl without tn. widen ywmisson of the dent and Kre¢an & Nod /.1 "' Ia1I VL 11001.01r1ile00, 1/ 1V. !WV 1 - IJNI 4011.1111117L .011110 IVW, /"11=IJUI111, rrr% , 11,LJ4) pJa"LJVV Project No. 066-06316 Cyl. Code 071413 Pour Date 7/2/2007 Report No. 24078 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:01 M074 37884 5" 63 73 Placement Area Location Pile's 708,715,716,709,717,734A,735,720,718 Sampled at 16 cyds out of 66 cyds total Remarks Placed by truck chute consolidated with vibrations Please refer to Field Report No.6316DRF070207 Inspector M. Allen MESIMIMMISZMI Reported Batch Data Design Actual Weights Weights Mix No. 02600 Cern. lbs. 564 F. Ash lbs. C. agg. ibs. 1 1800 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 267 Air Ent. (oz) Other (az) 17 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071413 7/9/2007 7 4x8 12.57 0.0 58376 4,640 2 SW N/A 071413 7/30/2007 28 4x8 12.55 0.0 73790 5,880 2 TN N/A 071278 7/30/2007 28 4x8 12.55 0.0 69440 5,530 2 TN N/A 071413 H 4x8 2 071413 071413 071413 071413 Remarks Results Reviewed By i(/4 Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 farkbn3 Effective 011e Sf12101 The inforwstion provided on U. report is prepared for dm sxcklws use of the diad. This report may not be reproduced in any band %Shot[ he mitten permission of the dere and Krazen d Awadi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Sunny Cyl. Code 071412 Pour Date 7/2/2007 Report No. 24079 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 Supplier Miles Time Truck# Other CYLINDER REPORT Plant No. 201 Slump Ticket # % Air (in.) 2:01 M074 37884 5', Mix Temp. (F) 63 Site Mix Air Temp. (F) 73 Unit Wt. (pcf) Placement Area Location Pile's 708,715,716.709,717,734A,735,720,718 Sampled at 26 cyds out of 66 cyds total Remarks Placed by truck chute consolidated with vibrations Please refer to Field Report No.6316DRF070207 Inspector M. Alien Reported Batch Data Design Weights Mix No. 02600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1800 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 267 Air Ent. (oz) Other(oz) 17 Other (oz) Other (oz) Other (or) Water Added on Job (gals.) 10 Actual Weights Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM 0172 ASTM C231 Laboratory Data Cyt. Code Test Field Date Cure 071412 7/9/2007 071412 7/30/2007 071278 7/30/2007 071412 071412 071412 071412 071412 Remarks Results Reviewed By go. Codes for Break Types: Age 7 28 28 H Design Strength 4,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.57 12.55 12.55 C.F. 0.0 0.0 0.0 Max. Load 54078 75240 76690 Comp. Str. (psi) 4,300 6,000 6,110 Date Reviewed Date Specimens Rec'd. Set # 1 1 1 1 Tested Break By SW TN TN Type N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% roan 03107 Revision 3 EReadve DR. &IVO. The lnletmefIon provided on thle reports prepared !or the seclusive use of are died. T11$ repot my not be reproduced In ami brrnst r11hot! m. ',mitten permission of the dial end Kazan a As.od Krazan K Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Sunny Cyl. Code 071418 Pour Date 7/2/2007 Report No. 70207-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete X Supplier Miles Time Truck# 1:30 M105 Other Ticket # 188184 CYLINDER REPORT Plant No. 201 Slump % Air (In.) 5° Mix Temp. (F) 75 Site Mix Air Unit Temp. Wt. (F) (per) 70 Placement Area Location Pile caps B126,B127,271E.12, 28/B -G and southeast loading dock walls Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF070207 Inspector G. Nail! rpotinetrettfreaTTari Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1855 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Jobjgals.) Actual Weights 01600 562 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyi. Code Test Date Field Cure 071418 7/9/2007 071418 7/30/2007 071278 7/30/2007 071418 071418 071418 071418 071418 Remarks Results Reviewed By KEG Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.57 0.0 28 4x8 12.55 0.0 28 4x8 12.55 0.0 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement uncertainties: ASTM C-39 +1- 8% Max. Load 54817 85440 86810 Comp. Str. (psi) 4,360 6,810 6,920 Date Reviewed Date Specimens Recd. Tested Break Set # By Type 3 SW N/A 3 TN N/A 3 TN N/A 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) Fawn 03101 Revision 3 EffecOve O. 5112101 The YaomWMbn provided on this report h prepared for the extlushve use of Me Alen. Ttls repot may not be reproduced In any format **haul the mitten permission of the there and rtrazan 1 Aswck Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071436 Pour Date 7/3/2007 Report No. 70307-5 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. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:15 136 188283 5-1/2" 76 78 Placement Area Location Piles 646, 712, 721, 710 Sampled at 14 cyds Remarks Placed by chute and mechanically consolidated with H/F vibrator Please refer to Field Report No. 6316DRF070307 Inspector G. Nail! 1113197111 Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cem.lbs. 564 589 F. Ash tbs. C. agg. lbs. 1 1860 1844 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1420 Water lbs. 319 245 Air Ent. {oz) Other (oz) 17 17.1 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 071436 7/10/2007 7 4x8 12.55 0.0 45500 3,630 5 TN N/A 071436 7/31/2007 28 4x8 12.54 0.0 59590 4,750 5 TN N/A 071436 7/31/2007 28 4x8 12.54 0.0 63300 5,050 5 TN N/A 071436 H 4x8 071436 071436 071436 071436 Remarks Results Reviewed By 1arp Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 5 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fath 63101 Revebn3 Effective Ode litZtlir TM NhmWlon provided of this report *Proem* for the e: chews use of the Ciera. The report nary not de reproduced in any formed *Thud the written por 's: on of the cleat and Krum 6 Assad nrazan a Associates, inc. 78U7 - 75tH street Nvv butte 7Ud, Auuurn, VVA atstlUL, VW) Nsy-LDUU Project No. 066-06316 Weather Clear Cyl. Code 071432 Pour Date 7/3/2007 Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 23808 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Miles Time Truck# 6:15 752 Ticket # 121629 CYLINDER REPORT Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5.6% 6" 70 61 122.2 Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at D.7/ 11.8. 12 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash lbs. C. agg. tbs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1300 Water lbs. 300 Air Ent. (oz) Other(oz) 36 Other(oz) 7 Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 071432 7/10/2007 071432 7/31/2007 071278 7/31/2007 071432 071432 071432 071432 071432 Remarks Results Reviewed By /ig6 Codes for Break Types: Age 7 28 28 H Design Strength 3,000 @ 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.55 12.59 12.54 C.F. 0.0 0.0 0.0 Max. Load 48720 70750 65450 Comp. Str. (psi) 3,880 5,640 5,220 Date Reviewed Date Specimens Rec'd. Tested Break Set # By Type 1 TN N/A 1 TN N/A 1 TN N/A 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% Eons 03101 Revision 3 Effective Owls 4112,0. The idams0on Prattled on tits report i pawed r.d lair the aud ales a as of the diem. This +sport racy mot be repraduasd i1 any banal without 0w Maw prmbsan of the cart ad Nrazan 1 Awad Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071433 Pour Date 7/3/2007 Report No. 23809 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 202 Site Mix Mix Air unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15 325 121636 5.5% 6-1/4" 71 63 122.2 Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at D.5/ 10.5. 68 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash Ibs. C. agg. lbs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 1300 Water Ibs. 300 Air Ent. (oz) Other (oz) 36 Other (oz) 7 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 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071433 7/10/2007 7 4x8 12.55 0.0 47570 3,790 2 TN N/A 071433 7/31/2007 28 4x8 12.54 0.0 69530 5,540 2 TN N/A 071278 7/31/2007 28 4x8 12.54 0.0 70800 5,650 2 TN N/A 071433 H 4x8 2 071433 071433 071433 071433 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 henelon S Moths Date 01tV0r The Y#mmdlen Prod 011 3Ys report S prepared for the seauslve use of the ds,t This rpo,t may not be reproduced 1n any format %Shout the w0Mlan emission of the dart as Krazan 6 Assai Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Clear CyI. Code 071434 Pour Date 7/3/2007 Report No. 23810 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Supplier Miles Time Truck# 8:25 747 Other Ticket # 121642 CYLINDER REPORT Plant No. 202 Site Mix Mix Air Slump Temp. Temp. 1 Air (in.) (F) (F) 5.3% 6-1/4" 71 67 Unit Wt. (Pct.) Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at C3/9 136 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash lbs. C. agg. lbs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1300 Water lbs. 300 Air Ent. (oz) Other(oz) 36 Other (01) 7 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 CyI. Code Test Field Date Cure Design Strength 3,000 @ 28 days Date Specimens Rec'd. Age Dim. Area C.F. 071434 7/10/2007 7 4x8 12.55 0.0 071434 7/31/2007 28 4x8 12.54 0.0 071278 7/31/2007 28 4x8 12.54 0.0 071434 H 4x8 071434 071434 071434 071434 Remarks Results Reviewed By <4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 49330 Comp. Str. (psi) 3,930 67780 5,410 69570 5,550 Date Reviewed Set # 3 3 3 3 Tested Break By TN TN TN Type NIA N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ferro 33W1 Revision 3 Effective Date 6l77JOr The Ydormsllon prodded on this report 4 prospered for the exclusive use of the client. N. report may not be rep cluced in any tarmet sated the vwlIen permission of the dent and Krazan 6 Mooch rU dLd11 Os Mssut:ldLeb, II11.;IOU 1 - 101.11 0L1eeL 14111! OUlle IUo, r►uuurn, VIM 2loutih, ttao) VOtr-LHvu Project No. 066-06316 Cyl. Code 071435 Pour Date 7/3/2007 Report No. 23811 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:05 325 120604 4.9% 6" 73 77 Placement Area Location Slab on metal deck, 2nd floor line B -2/S-12 Sampled at C3/5.5 200/203.5 cyds Remarks Mix consolidated by hand rodding, finish tool, mechanical screed and vibrated per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland/G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15M002 Cem. lbs. 610 F. Ash lbs. C. agg. Ibs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 Water lbs. 300 Air Ent. (oz) 6 Other (oz) Other(oz) 36 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 071435 7/10/2007 7 4x8 071435 7/31/2007 28 4x8 12.54 0.0 65862 5,240 4 TN NIA 071278 7/31/2007 28 4x8 12.54 0.0 63666 5,080 4 TN N/A 071435 H 4x8 4 071435 071435 071435 071435 Remarks Results Reviewed By KC 4 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Spilt 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fonn 03104 R.ysonI Mass Date 5114/0' The Yilennaion provided on tlils report is prepared for tit WtoluWe use of the client. This resod may not be reproduced in any tomo( without tit written PMmlaeion of the Went and Kamen &Aiwa i.razan at Associates, Inc. iDui - lain Street NW butte luo, AUDUrn, VVA aouuL, (L3.) li3V-L3uu Project No. 066-06316 Weather Clear Cyl. Code 071438 Pour Date 7/3/2007 Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., inc. Report No. 23813 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 7:49 78 CYLINDER REPORT Ticket # 126597 Plant No. 203 Slump % Air (in.) 5ii Mix Temp. (F) 69 Site Mix Air Temp. (F) 67 Unit wt. (Pcf) Placement Area Location Foundation at column infills Sampled 10/10cyds Remarks Mix deposited by Georgia Buggy and consolidated with hand rodding finish tool per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Weights Mix No. 15COVW Cem. lbs. 520 F. Ash lbs. C. agg. Ibs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. '1333 Water lbs. 275 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 0 Field Test Methods x ASTM C143 x ASTM 01064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 071438 7/10/2007 071438 7/31/2007 071278 7/31/2007 071438 071438 071438 071438 071438 Remarks Results Reviewed By Codes for Break Types: Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 4x8 12.54 0.0 64988 5,180 1 TN NIA 4x8 12.54 0.0 65124 5,190 1 TN N/A 4x8 1 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 ReYYbn 7 Effective D4,512104 The inhume/an provided on aw report Is prepared for the exclueiva line of the cert. TPM report mey not be reproduced in deer femal 10010411 the MYien permission of 0n client and Krezan i Assoc Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) T%1 dh"dn Cs MSSUGIdWS, Iflt:. 1CU 1 - imp *trees rivv Dulie 'iuo, /Auburn, vvh ttouu , (L0.3) tti -L3UU Project No. 066-06316 Cyt. Code 071673 Pour Date 7/16/2007 Report No. 06210 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 Glacier Plant No. 255 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:25 627 107787 Flow 71 73 Placement Area Location Base plate column at grid lines S/J.8, 5/L, 6/K, 6/L, 6/M, 5.9/ N.2, 6.8/N.1, 7.6/M, 7.7/M.13, 8.2/L, N.4/L, 10/K, 10/L, 10/L.7 101M.6, 11.1/M.3, 11.11L, K/12, L/12, M.3112 Remarks 3 cyd load Please refer to Field Report No. 6316DFR071607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 3954N Cern. lbs. 940 F. Ash lbs. C. agg. lbs. t C. agg. lbs. 2 C. agg. tbs. 3 Sand lbs. 2260 Water lbs. 357 Air Ent. (oz) Other (oz) Other(oz) 34 Other (oz) 28 Other (oz) Water Added on Job (gals.) 6 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 © 28 days Date Specimens Reed. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 2x2x2 4.15 0.0 13780 3,320 1 TN N/A 28 2x2x2 1 28 2x2x2 1 H 2x2x2 1 071673 7/23/2007 071673 8/13/2007 071673 8/13/2007 071673 071673 071673 071673 071673 Remarks Results Reviewed By ,rci Date Reviewed 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% Pomo 03101 ...Pion 3 Effective Date 5/120 The Information provided on this report la prepared for au exclusive uoe of the dent. This report Pray not be reproduced in any format .whorl 0o widen p.0 to.bn of me dent and Krazan 5 Maack rarazan ai mssociates, Inc. lou l - tom street Pm, sidle iuo, muaurn, VVA atwUL,1c04) ass-touu Project No. 066-06316 Cyl. Code 071675 Pour Date 7/19/2007 Report No. 24818 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 10:30 M324 121025 6" 76 67 Placement Area Location Concrete was placed for the 3rd level pan deck at gird lines A.7 -C, 5-12, 5-6 from C -S.5, 6-7.6, H -K Sampled 222 cyds out of 250 cyds total Remarks Concrete was placed via chute and was consolidated by flat screed and hand finish Please refer to Field Report No. 6316DFR071907 Inspector J. Pinkney Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 550 F. Ash lbs. C. agg. Ibs. 1 1720 1716 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1590 1690 Water lbs. 260 239 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 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 071675 7/26/2007 7 4x8 12.56 0.0 62220 4,950 3 TN N/A 071675 8/16/2007 28 4x8 3 071278 8/16/2007 28 4x8 3 071675 H 4x8 3 071675 071675 071675 071675 Remarks Results Reviewed By lf�ir Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fano 03101 Rerfsbn 3 ~Ms Qs 5/19W She infeenrnsdon provided on the report a prepared for 1M exclusive use of the client. The report may not he reproduced in any format w0hout the widen permission of the client and Kazan & Assad: Arazan eg Associates, inc. '4DU1 - loin Direei NVV *um luo, Auourn, VVA bbVUL, VW) 1;13e-L3UU Project No. 066-06316 Cyl. Code 071677 Pour Date 7/19/2007 Report No. 24819 Weather Overcast 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) 6:30 m747 189229 5-112" 78 64 Placement Area Location Concrete was placed for the 3rd level pan deck at gird lines A.7 -C, 5-12, 5-6 from C -S.5, 6-7.6, H -K Sampled 35 cyds out of 250 cyds total Remarks Concrete was placed via chute and was consolidated by flat screed and hand finish Please refer to Field Report No. 6316DFR071907 inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 550 F. Ash lbs. C. agg. lbs.1 1720 1720 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1691 Water lbs. 260 234 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 3,500 @ 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 071677 7/26/2007 7 4x8 12.56 0.0 49120 3,910 1 TN N/A 071677 8/16/2007 28 4x8 1 071278 8/16/2007 28 4x8 1 071677 H 4x8 1 071677 071677 071677 071677 Remarks Results Reviewed By j C,0 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0817 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fpm 03101 R Mslon 3 ElfsdM Dale W12t04 The I iom Nbn p ovE.d on this report le prepared for Cis exclusive use of the Wet. This report may not be reproduced in any formal without the widen pemwsabn of the dent and Kronen d Auoc rmaceirr oc #Assisi tales, MU. Dui - tom .*creel r vv anile um, Auourn, YYA `J*UUL, (L3.3) y.i -LDUU Project No. 066-06316 Cyl. Code 071676 Pour Date 7/19/2007 Report No. 24820 Weather QVerCBSt Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 4:00 M325 121013 6" 77 69 Placement Area Location Concrete was placed for the 3rd level pan deck at gird lines A.7 -C, 5-12, 5-6 from C -S.5, 6-7.6, H -K Sampled 170 cyds out of 250 cyds total Remarks Concrete was placed via chute and was consolidated by flat screed and hand finish Please refer to Field Report No. 6316DFR071907 Inspector J. Pinkley AMISIIMrxre Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 550 F. Ash lbs. C. agg. lbs. 1 1720 1713 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1681 Water lbs. 260 238 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C13B x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 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 071676 7/26/2007 7 4x8 12.56 0.0 48760 3,880 2 TN N/A 071676 8/16/2007 28 4x8 2 071278 8/16/2007 28 4x8 2 071676 H 4x8 2 071676 071676 071676 071676 Remarks Results Reviewed By KE 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 06161 Revision 3 Effective Dote 6/17/Os The nfo,m ion pnrdded on tee report Y prepared for the exclusive we of the client. This resod may not be reproduced it any format without the w,iten pemessun of the Went and Kraran & Assoc: razan cc Mssoclates, Inc. lout - {Dm ltreet Nw ,uite dub, Auburn, wA 418uui, ("LD3) Wal-"LDUu Project No. 066-06316 Cyl. Code 071729 Pour Date 7/23/2007 Report No. 22290 Weather Overcast 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 7:00 M325 121675 6" 76 65 Placement Area Location Concrete was placed for the pan deck at grid lines 5-12 and J -L on the 2nd level Sampled 60 cyds out of 200 cyds total Remarks Concrete wqas placed via pump and was consolidated by hand finish Please refer to Field Report No. Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cam. lbs. 610 608 F. Ash lbs. C. agg. lbs. 1 1042 1040 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 1370 Water lbs. 316 272 Air Ent. (oz) Other (oz) 36 36 Other(oz) 6 6 Other (oz) Other(oz) Water Added on Job (gals.) 9 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,500 @ 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 071729 7/30/2007 7 4x8 12.55 0.0 63630 5,070 1 TN N/A 071729 8/20/2007 28 4x8 1 071278 8/20/2007 28 4x8 1 071729 H 4x8 1 071729 071729 071729 071729 Remarks Results Reviewed By kfF 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 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 031ot RavYbn3 ENadM Dale 5/12101 The a/omart4n provided an ate rel r. ryspsrsd Spm the eackinive use of the client This spat may nal be reproduced In any Sonnet •Whom! the written pamtcsion of She dart and Krazan 5 Assori Arazan a Associates, inc. lout - 1 otn oueet Nw butte l ub, Auaurn, WA tlUUUL, (LoJ) V:$y-LoUU Project No. 066-06316 Cyl. Code 071730 Pour Date 7/23/2007 Report No. 22291 Weather Rainy 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) 8:00 M751 121075 5-3/4" 77 66 Placement Area Location Concrete was placed for the pan deck at grid lines 5-12 and J -L on the 2nd level Sampled 125 cyds out of 200 cyds total Remarks Concrete wgas placed via pump and was consolidated by hand finish Please refer to Field Report No. inspector J. Pinkiey IMMO MIMiralental Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 610 612 F. Ash lbs. C. agg. lbs. 1 1042 1035 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 1370 Water lbs. 316 225 Air Ent. (oz) Other (oz) 36 36 Other (oz) 6 6 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 3,500 @ 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 071730 7/30/2007 7 4x8 12.55 0.0 57948 4,620 2 TN N/A 071730 8/20/2007 28 4x8 2 071278 8/20/2007 28 4x8 2 071730 H 4x8 2 071730 071730 071730 071730 Remarks Results Reviewed Byirtfi 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) Force 00101 fieWlbn3 MsdMe Dade 5i12Mr The Mnrrnatbn provldsd an Ws repel to prepared ter the exclusive use of the Bien. This report may not be reproduced in any formal without the seinen permission of the client and Waren & Asoock nrazan as Associates, Inc. 1DU1 -'totrt Dtreet NW DUtte lUb, AUDUrn, WA ytiUU1, (10d) U3U-1DUU Project No. 066-06316 Cyl. Code 071731 Pour Date 7/23/2007 Weather Overcast/Rainy ,jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Report No. 22292 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time 9:30 CYLINDER REPORT Truck# Ticket # M751 121086 Plant No. 203 Site Mix Mix Slump Temp. % Air (in.) (F) 5-1/2" 74 Air Temp. (F) 70 Unit Wt. (pcf) Placement Area Location Concrete was placed for the pan deck at grid lines 5-12 and J -L on the 2nd level Sampled 125 cyds out of 200 cyds total Remarks Concrete wqas placed via pump and was consolidated by hand finish Please refer to Field Report No. Inspector J. Pinkley Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. Ibs.1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (az) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Design Weights 15MD02 610 Actual Weights 15MD02 610 1040 1310 1391 316 233 36 36 6 6 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 071731 7/30/2007 071731 8/20/2007 071278 8/20/2007 071731 071731 071731 071731 071731 Remarks Results Reviewed By NEC Field Cure Design Strength 3,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.55 0.0 68180 5,430 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Recd. Tested Break Set # By Type 3 TN N/A 3 3 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 03101 Revision 3 Efloceve Dene 511210i The fNnrmren welded an this report is prep=ed for Ore exclusive use of Or dart This report may not be reproduced in any bunt without Me written permission of the dent and Krezen & Assodi nrazan ea Associates, Inc. ioui - lam otreet raw owls ism, Auburn, VvA trouuz, tL33J ssy-zouu Project No. 066-06316 Cyl. Code 071733 Pour Date Weather Cloudy Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 7/24/2007 Report No. 900008 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 6:30 135 Other Ticket # 189507 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 6" Mix Temp. (F) 73 Site Mix Air Temp. (F) 68 Unit Wt. (pct) Placement Area Location Stab on grade, Pour #8 Sampled at 53 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72407 Inspector J. Pinkley Reported Batch Data Design Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 275 Air Ent. (ozf Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 15COVW 528 1455 487 1332 233 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 071733 7/31/2007 071733 8/21/2007 071278 8/21/2007 071733 071733 071733 071733 071733 Remarks Results Reviewed By fra. Codes for Break Types: Design Strength 3,000 @ 28 days Max. Comp. Area C.F. Load Str. (psi) 12.54 0.0 61861 4,930 Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Reviewed Date Specimens Rec'd. Break Type Set # 1 1 1 1 Tested By JA N/A 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Rem 03101 Revision 7 Motive Das 611 Noe Th. In(omulion provided on the repod It prepared Toe me errirNs us. ash. client. The report may not bs reproduced in Any f onnot wRhwd the written permission of the deed And Waw 5 Awad: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) f\1dLdII CR N4b V1:1dI S, 1f11:. IOU I - 13Lr1 oireet !UV alike IUD, Muourn, VVM ISODUL, VL3.3) eJJ-€. UU Project No. 066-06316 Cyl. Code 071734 Pour Date 7/24/2007 Report No. 900009 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:00 752 121108 671 75 70 Placement Area Location Slab on grade, Pour #8 Sampled at 120 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72407 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 523 F. Ash lbs. C. agg. lbs. 1 1455 1458 C. agg. lbs. 2 485 490 C. agg. lbs. 3 Sand lbs. 1333 1337 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071734 7/31/2007 7 4x8 12,54 0.0 50640 4,040 2 JA N/A 071734 8/21/2007 28 4x8 2 071278 8/21/2007 28 4x8 2 071734 H 4x8 2 071734 071734 071734 071734 Remarks Results Reviewed By Ki9 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Form 03101 Reviebn 3 Effective Dale 5112161 The Mmmrbn provided on this report is prepared kir the saellrirs use Of the client This report may not be reproduced In raw lomat without the %ellen permission of dr client and Erman & Assoc* nrazan & Associates, Inc. /Dui • lain *[reel rive *cite 7uo, AtUDUrn, VYA b*uUL, (cos) 41st'-c3Uu Project No. 066-06316 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 071735 Pour Date 7/24/2007 Report No. 900010 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete Supplier X Other Miles Time Truck# 10:30 71 Ticket # 121129 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5" 74 73 Unit wt. (per) Placement Area Location Grade beams A/28.5-30, 301A -C.5, 30/C.5 -31/C.9 pile cap G.9/29.9 Sampled at 35 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72407 Inspector J. Pinkley AMIBTA Reported Batch Data Design Weights Mix No. 01600 Cem. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 279 262 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 563 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Test Code Date 071735 7/31/2007 071735 8/21/2007 071278 8/21/2007 071735 071735 071735 071735 071735 Remarks Results Reviewed By irk Field Cure Design Strength 4,000 @ 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone Date Specimens Recd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.54 0.0 57522 4,590 3 JA N/A 3 3 3 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03501 Revision 9 EIIMIw or. 912!01 The #demrtbn peavadad CO Gik raped N prpwed for the elulrwa use el the client. This *pal may oat W mph In any 'format without Or %dt.,, pe m reign of the client end Krum & Assad, nrazan et Associates, inc. Iou•l - loin otreei I%YV aul[e Ivo, nuourn, VYM a*UU[, vos) va -c3uu Project No. 066-06316 Cyl. Code 071736 Pour Date 7/24/2007 Report No. 900011 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:45 71 189593 5" 73 75 Placement Area Location Canopy footings detail C/A7.2 Sampled at 5 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No. 72407 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 559 F. Ash lbs. C. agg. Ibs.1 1860 1851 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1413 Water lbs. 279 260 Air Ent. (oz) Otherloz) 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 071736 7/31/2007 7 4x8 12.54 0.0 59438 4,740 4 JA N/A 071736 8/21/2007 28 4x8 4 071278 8/21/2007 28 4x8 4 071736 H 4x8 4 071736 071736 071736 071736 Remarks Results Reviewed By j{f Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM 0-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn WWI Revision Medea Dale 6/12.10. The NomMllon prodded on this report 4 prepared for the endrWre use of the dent. This report may not be reproduced In any formal without the written permission of the client end IGsan a Aseod Krazan & Associates, Inc. 1bt11 - lbtn Street NW bUlte 1U1), AUDUrn, WA btfUUL, (Lo.WJ tf4U-Zduu Project No. 066-06316 Cyl. Code 071739 Pour Date 7/25/2007 Report No. 900012 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15 747 189642 5-112" 75 68 Placement Area Location Slab on metal deck, level 3 E -H.3/7.7 -121H.7 -J.8/9.4-11.1 Sampled at 50 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72507 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 560 F. Ash Ibs. C. agg. lbs.1 1720 1716 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1585 Water lbs. 248 229 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 16 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 3,500 @ 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 071739 8/1/2007 7 4x8 12.54 0.0 60630 4,830 1 TN N/A 071739 8/22/2007 28 4x8 1 071278 8/22/2007 28 4x8 1 071739 H 4x8 1 071739 071739 071739 071739 Remarks Results Reviewed By 04 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 0109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fans 03101 Revision 3 en.en. Who 5112/0s The Ndomtibn provided on this report Is prepared tor the exclusive use of Or aunt. This report may not be reproduced in any format *Moot the *Men penNasion of ter dies* and Kwan a Mood. Krazan & Associates, Inc. 1bU1 - 7bth Street NW Suite 9UU, Auburn, WA 9SUU1, (1bs) 959-1bUU Project No. 066-06316 CyI. Code 071740 Pour Date 7/25/2007 Report No. 900013 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:20 71 121178 5" 74 70 Placement Area Location Slab on metal deck, level 3 E -H.3/7.7 -12,H.7 -J.8/9.4-11.1 Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72507 Inspector J. Pinkley andWiLIENIffa Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 548 F. Ash lbs. C. agg. lbs. 1 1720 1710 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1587 Water lbs. 248 230 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 16 Other (oz) Other (oz) Water Added on Job (gals.) 10 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 3,500 @ 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 071740 8/1/2007 7 4x8 12.54 0.0 56860 4,530 2 TN N/A 071740 8/22/2007 28 4x8 2 071278 8/22/2007 28 4x8 2 071740 H 4x8 2 071740 071740 071740 071740 Remarks Results Reviewed By / 6, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 RaHebn 3 Effect*, ora V12/01 The kdonnrbn provided an the report Y prepared far the exclusive use of the dent mi. report may not be reproduced In any formal *abort the written pemeseion of the diet and Krazan & Maack mrazan a Associates, Inc. 1DU1 -15tH Street NW Suite 100, Auburn, WA 9130111. (153) 938-25UU Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 071741 Pour Date 7/25/2007 Report No. 900014 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 10:15 324 CYLINDER REPORT Ticket # 121204 Plant No. 203 Slump % Air (in.) 6" Mix Temp. (F) 75 Site Mix Air Temp. (F) 73 Unit Wt. (pcf) Placement Area Location Slab on metal deck, level 3 E -H.3/7.7 -12,H.7 -J.8/9.4-11.1 Remarks Placed by boom pump, mechanically consolidated by H/F vibration Please refer to Field Report No. 72507 Inspector J. Pinkley Reported Batch Data Design Weights Mix No. 07400G3 Cern. lbs. 550 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. Water lbs. Air Ent. (oz) Other (oz) Other (oz} Other (az) Other (oz) Water Added on Job (gals.) Actual Weights 07400G3 548 1720 1718 1590 1954 248 234 44 44 17 17 10 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 Field Date Cure 071741 8/1/2007 071741 8/22/2007 071278 8/22/2007 071741 071741 071741 071741 071741 Remarks Results Reviewed By /erg Codes for Break Types: Design Strength 3,500 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.54 0.0 56460 4,500 3 TN N/A 3 3 3 Date Reviewed 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision Eflectfve Dee 5/17/O0 The ilo, cation provided on this wed Is V 0Vared For the ejeksive use of M. dent. The report mey rot a reproduced in any format without the written permission of the due end Krezan 8 Aeeed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) nrazan tla Associates, Inc. l Dui - lout btreet NYY ,uite 1 VD, mourn, VVA !lt UU4 (Las) V.513-LaUti Project No. 066-06316 CyI. Code 071742 Pour Date 7/25/2007 Report No. 900015 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:30 75 121236 6" 76 75 Placement Area Location Escalator pit slab C.5/308 pile cap and grade beam 31/D -E.8 grade beams G/27 -30,28/D.6 -E, E.11/28-29,29/E.10-G,E.10/ 29-F/30,30/F-G Sampled at 15 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No. 72507 Inspector J. Pinkley 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. 279 266 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. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071742 8/1/2007 7 4x8 12.54 0.0 55190 4,400 4 TN N/A 071742 8/22/2007 28 4x8 4 071278 8/22/2007 28 4x8 4 071742 H 4x8 4 071742 071742 071742 071742 Remarks ,/ Results Reviewed By ./l Lia 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% Fonts 031O1 RerMbn! Effective Ds 5112 The hbrmetlon prorated on puts repot i prospered for the occlusive use of the client This report may not be reproduced arany ram.t without the written permission of the clerk and Fkman d A.ead • Project No. 066-06316 CyI. Code 071300 Pour Date 6/22/2007 Report No. 62207-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Feld Data Concrete CYLINDER REPORT Other X Supplier Euclid High Flow Plant No. Site Mix X Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 Flow 58 65 Placement Area Location Base plate grout at shear keys B.3/5 and 6, B/9,10,11,12 Remarks Mixed on site per manufacturers specs in portable electric mixer and placed by bucket Please refer to Field Report No.6316DFR062207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. F. Ash tbs. C. agg. lbs. 1 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. Water lbs. Air Ent. (oz) Other (01) Other (az) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 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 071300 6/29/2007 7 2x2x2 4.02 0.0 23220 5,780 1 TN N/A 071300 7/20/2007 28 2x2x2 4.08 0.0 19800 4,850 1 TN N/A 071300 7/20/2007 28 2x2x2 4.10 0.0 22020 5,370 1 TN N/A 071300 56 2x2x2 071300 071300 071300 071300 Remarks Results Reviewed By i<f'Ct Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Renlebn 3 Effective Dere 5117/0+. Th. 10lotonation provided an this report is prepared for the exclusive we of the *mt. Thk report may not he eeptetlootte h my tonna without the written permieeion of the dent and Krum & Asaocl: I(raZarl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 30, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, RECEIVED AUG 0 6 2001 COMIcti'iuNiTY DEVELOPMENT KA No. 066-06316 Permit No. D06-245 Permit No. D06-147 bot - S 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 July 6 through July 23, 2007. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Miidc 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 06316Jfr & Associates, Inc. GEOTECHMCAL ENGINEERING • ENSARONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: "74,-07 PROJECT #: O6 0631621 ` �` PROJECT: Uel e xi d r�CLA /- a U lam? LOCATION: 03 t60kM+ca,nier KRAZAN PROJECT MANAGER: 67 FIELD REPu. CONTRACTOR: SA Con sAy&A.4 ov. JURISDICTION: PERMIT#: DQL-z'I INSPECTOR: A . C ogail WEATHER: dm*,J TEMP: 4,7" a. :70 C 1Mecrt r ; co+_11 c ovt ry dex Led . 1 (2T pr LixO( 1r]rt O,.�t MAC]Q- V./141,-%�hQ [�,t 1601 ✓Wf 0CA + & S ri Cgi, �O 1.1?1 e 45- 1-e !'orirtR-; ti] conic" e c r re1.1,014 oeie g,, -y4 -to I wsM ,� irojet ce n -C ViAt e 1 'o ved vim► i Cl — AA; x IV'. r575- it C O V 1,J �1at A- o• o.57 10 61,.7 CP_ 30 dL/ Equipment/Asset Number(s): To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirenn-s. 1501 FieW Repon.doc Serving the Western United States Rowan Effective Date- 5/25A05 The information provided on this report is prepared for the exclusive use of the client- This report may not be reproduced in any f rrmat without the +mien perrmaxion of the client 410E Krazan & Associates Krazari&ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/11/2007 PROJECT #: 066-06316 FIELD REPORT NO.: 6316DFR071107 CONTRACTOR: Baley Construction PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nail! 1 J. Pinkley LOCATION: Soth Center Mali KRAZAN PROJECT MANAGER: K.E.G. LIII JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 87 F Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of column base plate anchor to verify anchors has been tightened and That area to be grouted is clean and free of debris_grid locations 11.1/J, J.816.6-10, K/6.6-8.2 Revealed anchors to be tight and area to be grouted free of debris. 3) Sampled grout and cast 1 set of 2x2 cubes for compressive testing reference CR # 24807 for Test data. Equipment/Asset Number(s): To die best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance with the approved plans, specifications, and =.• ato Superintendeni Reptesenfattve: 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 aid Krazan it Associates. KraZan &ASSOCIATES,iNC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TEST1NG AND INSPECTION DATE: 07-11-07 PROJECT f: 066-06316 WELDING INSPECTION REPORT NO.: 6316SS071107 CONTRACTOR Baley Construction PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Naril LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 95 F ID STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Fit -up inspection of full pen column splices level 3 Continuous weld inspection for full pen splices and brace frame 5/8 inch and 1 1/8 inch fillet welds Level 2 Framing welded and bolted connections deck welding and nelson stud Location: Level 2 framing E-1/5-12 Brace frame fillet welds level 3 B19-12 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: x x SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.F. P.P. PWG Other. Weld Size X X X 3!16" '/$` 5/16' 3/8' Other % puddle Codes: x x X X AWS MSC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be completeper plans and AWS D1.1-2008, AWS Di .3-04 and RCSC Rev 2000 In other areas of the buildingwelding continues at this time as does bolting work progression is in general Conformance to projectplans and specs. Equipment/Asset Number(s): ASTM Test II: To the best of my knowledge, the Superintendent/Representative: WAS NOT performed In accordance with the approved plans, specifications, and regu Technician: George Nail 05104 Welding lope bre Repart.dx .� Revision 1 Effective Drte: 5.25105 The information provided ou this report is prepared for the exclusive we or the client. This report may eat be reproduced in elry rump without die written permission oldie diets and Kraan & Awociaoa. KraZan&ASSOCIATES, IN C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-11-07 PROJECT 9: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER; K.L.G. WELDING INSPECTION REPORT NO.: 6316SS071107-2 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 95 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. Item(s) inspected: MATERIAL ID U.T. M.T. P.T. Location: X Weider qualification/certification verified for. Previously verified. Position: Process: Weld Type: Weld Size Codes: NOTES FLAT SMAW FILLET 3116' VERTICAL FCAW C. P. y4" HORIZONTAL GMAW P.P. 5/16' AWS RISC IBC OVERHEAD Filler Metal: E71t SAW Other. PLUG Other 318' Other ASME Other X DISCREPANCIES % COMPLETE This report is intended to clear previously reported items as non -conforming and report them as now in Conformance: 1) Discrepancy log item # 1 under sized fillet weld Ivl 2 8.5/E.3 weld size was increased to met required si Welding found to be complete per plans and specs. 2) Discrepancy log_ item # 7 failure to achieve tight iron lvl 3 B/12 west due to gusset plate interference With column repaired per RFI # 931 welding found to be complete per RFI and AWS D1.1-2006 Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the r WAS NOT performed kr accordance with the approved pians, specifications. and reg SuperintendenURepresentative: Technician: George Naill 05104 welding Insp cdoe Reporadoc The intormuioo provided as this report is preps nd Tor the ClelliiiVe lin aide diem- This repot inky not be reproduced is any former without the written rerner Effective Date sasses n of the diem and Kruan & Associates. Krazan .ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-12-07 WELDING INSPECTION REPORT NO.: 6316SS071207-2 CONTRACTOR: Beley Construction PROJECT* 066-06318 PERMIT NO: D06-147 PROJECT: Westfield Mali Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 75 F xI STRUCTURAL STEEL X FIELD 1 SHOP WELDING Item(s) inspected: X V.T. MATERIAL ID I.I.T. M.T. P.T. Location: X Welder qualficationlcertifcation verified for. Previously verified. X Position: FLAT VERTICAL HORIZONTAL OVERHEAD Filler Metal: E71t Process: X SMAW FCAW GMAW SAW Other. Weld Type: X FILLET C.P. P.P. PLUG Other: Weld Size X 3116' Ye" 5116' 318' Other. Codes: X AWS AMSC IBC ASME Other NOTES X DISCREPANCIES % COMPLETE This report is intended to clear previously reported items as non -conforming and report them as now in Conformance: 1) Discrepancy log item # 5 Base plate anchor cut off grid .1.6/9 RFI # 920 no fix required. 2) Discrepancy log item # 6 weld was replaced per RFI # 920 and found to be complete per plan and Visually acceptable per AWS D1.1-2006. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the able0/ WAS NOT performed in accordance with the approved plans, spedflcatlons, and regulat Superintendentatepresentative: Technician: George Nail! 03104 Welding Inspection Repo t.dne 1levisioo Effective Date: 5/23/05 The information provided am this report is prepared for the exclusive use tithe client. The repot may not be reproducof in any Waist rrithwm the written permission an* client and Erman & Ansociates. IKiazari $ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE 07/12/2007 PROJECT #t: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFRQ71207 CONTRACTOR: PERMIT NO: INSPECTOR: JURISDICTION: WEATHER: Baley Construction D06-245 G. Naill 1 J. Pinkley City of Tukwila Sunny TEMP: 77 F Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of SOMD level 2 reinforcing steel grid E -J/5-12 revealed resteel to be Complete per plans and specs. 3) Sampled concrete and cast 6 sets of (4) 4x8 test cylinders reference CR # 24808 - 24813 For test data. Equipment/Asset Number(s): 7o 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 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 Kram & Associates. Q1Kraz an &ASSOCIATi=S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS071V7 DATE: 07-13-07 CONTRACTOR: Baley Construction PROJECT 0: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: KE.G. N STRUCTURAL STEEL X FIELD / SHOP WELDING ttem(s) inspected: X V.T. WEATHER: Sunny Temp: 75 F MATERIAL ID U.T. M.T. P.T. Fit -up inspection of full pen connections level 2 along M.10/8.2-10 Continuous weld inspection for full pen welds and brace frame 5/8 inch and 1 1/8 inch fillet welds Location: X Welder qualification/certification verified for. Previously verified. X Pte: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Flier Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: x X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116" % 5116" 3/8" Other. 1 puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 In other areas of the budding welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowteclge. the a / WAS NOT performed in accordance with the approved plans, specifications, and Superintendent/Representative: Tecmiciatt: George N Dela Welding doe Effective Date: 5f25AOS The itdoncidoe provided on this report is Vowed fix the etchaive use OF dm diem. This sport may sot be reproduced in Illy not without the written permission of the client sad Krone dt Associates. 1I1(raz3j1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS071307 DATE: 07-13-07 CONTRACTOR: Belay Construction PROJECT It 068-06316 PERMIT NO: 006-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. NailI LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Cloudy Temp: 70 F xi STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Items) inspected: Fit -up inspection of full pen connections level 2 along M.10I8.2-10 Continuous weld inspection for full pen welds and brace frame 5/8 inch and 1 118 inch fillet welds Location: X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL. HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FLAW GMAW SAW Other Weld Type: x X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16" W 5/16' 3/8" Other. 3. puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test I To the best of my knowledge, the aboy. AS NOT performed in accordance with the approved plans, specifications, and regular Superintendent/Representative: CC�J Technic= George Nail y - me Ulla Welding laspeaion Rep rLdoe �Y1 1 Effective Dur 5/25/05 The mf ,mEtia+ provided an this report is prepared kir the exclusive use tithe client_ This report ndy not be reproduced in say found Veithaa the written permission of the diem and Kin= & Aewcutes. Ql<kraZan &ASSOC1ATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/13/2007 PROJECT 0: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall HELD REPORT NO.: 6316DFRD71307 CONTRACTOR: PERMIT NO: INSPECTOR JURISDICTION: KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Baley Construction D06-245 G. Nail! / J. Pinkley City of Tukwila Sunny TEMP: 77 F • Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of SOMD level 3 reinforcing steel grid C -H/6-8 and C -D.4/9.4-12 Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders reference CR # 24822 — 24824 For test data. 4) Performed visual inspection of Elevator pit wall 30.5/A.3 and grade beams 26/A -B, 27/A -B, 28/A -B B/26-28.4, C.3/26-28, C.9/26-28, D.6/27-28, 20.3/M -21.6/L7, 20.3-21/M.9 revealed resteel to be Complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference CR # 24825 for test data. Epoxy Dowels 1) Performed visual inspection of epoxy dowels elevator pit walls, BM3 @ 30.5/A.3, and grade beam Dowels 20.31M, 20.3/M.9 verified hole prep and cleanout embedment depth bar size and epoxy Using Hilti RE500 epoxy. _ Equipment/Asset Number(s): To the best of my knowledge, the above WAS 12:11 WAS NOT 0 performed in accordance with the approved plans, specifications, SuperinlendentlRepresentative: Technician: George Nail! o Vices Serving the Western United Stat Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Ktazan A Associates. QIKraz an &ASsociAres, INC. GEOTECHNICAL ENGINEER1N • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-16-07 PROJECT IP: 066.06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE071607 CONTRACTOR: Batey Construction PERMIT NO: D06-147 INSPECTOR G. Neill MISC: WEATHER Cloudy TEMP 70 F x STRUCTURAL STEEL n FIELD/SHOP WELDING x V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 8 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail C/S Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near aide. li=fer side. Tf=top Q Range. t Bf=bottom il Range. i u PROCEDURE LEGEND N.S.E.W.=compass re directions. t=lop. Bottom. T&BM=iop DATA DESCRIBED IN AWS 0.1.1 and bottom flange. DISCONTINUITY WO REFERENCE REPORT NO. Full pen cantilever beam connections level 2 PChAIr 1 Chid flit A. DEFECT LEVEL B. REFERENCE LEVEL c d. DEFECT RATING • SOUND PATH (ANGULAR DISTANCE) v DEPTH FROM SURFACE 'A' DISTANCE FROM VELD CENTER le cmc 6.8/N.1 N. Face T&BF 2 x 70 1.2 61 8.2/M.10 N&S Face T&BF 4 x 70 1-2 61 9/M.9 N&S Face T&BF 4 x 70 1-2 61 M.5110 N. Face Top Flange 1 x 70 1.2 61 r Ultrasonic Test (UT) Equipment Make: USN 56L SN 013K1L CONFORMANCE OF WORK WY Conforming Welds: EQUIPMENT/ASSET NUMBER(S): Transducer: Size .750x.T50 SN 01MM35 OTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: i! ASTM Test Method: A587 Frequency. 2.25 MHz To the best of my knowledge. Me above AS NOT performed in accordance with the approved plans, specifications, and reg SuperirttendenttRepresentative: Technician: George Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., 48G, Modesto, CA 95351 345 Parrott St. San Jose. CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408)271-2200 226 N. Sherman, Ste. A, COMM, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, We. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 1446 Ave NE KF -300, Woodinville, WA 98072 • (909)549-1188 + (253) 939-2500 • (360)598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5tZ905 I20wol The information provided On this repast ie prepared for the exclusive tee of the diem. This sport may not be reproduced in any former without the written permission lithe client ued Kraran at Associates 44I<.razaii &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS071607 DATE: 07-18-07 CONTRACTOR: Baley Construction PROJECT 4: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Cloudy Temp: 70 F STRUCTURAL STEEL X FIELD / SHOP WELDING Items) Inspected: X V.T. MATERIAL. ID U.T. M.T. P.T. Fit -up inspection of full pen connections level 2 along M.10/8.2-10 Continuous weld inspection for full pen welds and brace frame 5/8 inch and 1 1/8 inch fillet welds Location: X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X X X 3/16" ya" 5/16' 318" Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS 01.1-2006 Performed ultrasonic examination of Full pen cantilever beam connections level 2 6.8/N.1, 8.2/M.10, 9/M.9, M.5/10 which revealed no relevant indication to be noted reference report # 6316NDE071607 For test data. In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge. the aboeAS /WAS NOT performed in accordance with the approved plans, specifications, and reg Superintenden lRepresentattve: Technician: George Naill Technician: Revision 05104 Welding ueepnri.mc Effective urate: 5n5105 The information' provided no duo report i. prepared Rot the exclusive use of the diem. This report mar' not be reproduced in any &,rens without the written permission of the diem and Khan & Associates. Krazan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUC11ON TESTING ANO INSPECTION DATE: 07/16/2007 FIELD REPORT NO.: 6316DFRa71607 CONTRACTOR: Baley Construction PROJECT* 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Nails / M. Allen LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy NO WVA TEMP: 70 F Base Plate Grout 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of column base plate areas to be grouted and verified area to be free Of dirt and debris grids J.8/5, L/5, 6/K, 6/L, 6/M, 5.9/N.2, 6.8/N.1, 7.6/M, 7.7/M.13, 8.2/L, 9.4/L, 10/K, 10/L, 10/L.7, 10/M.6, 11.1/M.3, 11.1/L, K/12, L/12, M.3/12 revealed area to be grouted to be Free of debris and dirt. 3) Sampled grout and cast 1 set of 2x2x2 cubes for testing reference MGR # 06210 for test data. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ®! WA .5 NOT D performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technidan: 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 pennission of the client and Krazan & Associates. ,� NDE I(ia.Z2.11. & Associates, Inc. REPORTNO.: 2318 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE. 74k/10_7.__ -- - PROJECT #: _ 06.2_0.6s C PROJECT- C,4NF.,57-'17ELD NALL LOCATION: __. PQ Z4t 2; O' ' KRAZAN PROJECT MANAGER: _SAL CONTRACTOR: .. .ZZ N/4 PERMIT NO INSPECTOR: _41 ✓50I'ANTINJ2 MISC: _-C TL Wa_tinh5 WEATHER: LL14,5_ TEMP: %5'F STRUCTURAL STEEL X FIELD SHO WELDING V.T. _ J MATERIAL ID X U.T. r1H-1 M.T. P.T. ULTRASONIC EXAMINATION REPORT l Specification no. AWS D 1.1-96 /NDE -UT -1 Material Alloy C,/ Weld Joint __C-s7P_ Standard no.AWS D 1.1-96 Table Material Thickness VARY Weld Process FCr4W. --- Calibration Standard IIW type 1 +SC Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bf=bottom flan] e. Wb=Web. N.S.E.W.=com ass directions. t=tap. bottom. T & Bf=top and bottom flange DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO PC. MK./ Grid Line BrgN --812,317 p/'7;7/5 � , U X 1M ¢ :a 4: :z o w La m . 7 i ▪ 4IZ _I ci1> w p Zig r I q L.LI L1.1 J Z R, LC I H 4 lL u 0 09 l LL w w w • Z LU w d CS O Q I 4 a = K a I ---O 1 G m d d. rA j 740, rt / 7d° 6/ 4- t 4 w z V 1.110 p� 2 w O 1 REFERENCE REFPORT NO. Ultrasonic Test (UT) Equipment Make: SNrOL !Transducer: size SN r Couplant 57 CONFORMANCE OF WORK QTY Conforming Welds 1 QTY Nonconforming Welds QTY Examined Weld ASTM Test Method: A587 Frequency[ 2.25 MHz To the best of my knowledge, the abov Superintendent/Representative: L 1 HOURS DESCPT IN OUT ST OT MIL WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661)633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 GS`" 226 N. She rmdn, Ste4Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsba, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-7188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 1‘,"4--Etall<ar aZl & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TEST}NG AND INSPECTION DATE: 7.- (7— O T k CONTRACTOR: PROJECT #: , 6 6 (- O .fJ 1? t o JURISDICTION: PROJECT: LOCATION: Co 33 S'e+ G /724,// INSPECTOR: KRAZAN PROJECT MANAGER: /teCC,— FIELD REPORT NO: 815 0 4 PERMIT #: ��— g(a WEATHER: au e2[44-7 ` TEMP: -72, .57:?_,.tet st 4 / � / 4 ei ..,) 5`i r .Urprc h, A.040,±—v;.! %.-Je--9 (j ie,/ ?.+�,--•k AZ1e44 jr.0-1 ,,4 � ,t., 13167[1 ,Q & 0M J' `. A,IikcJ /PCS �� t. ,,,.,„.4-- Ac1vt erJ J �ar�tRier GrGtc ✓ e,var ;q_ e A r,# 4 4, a F I J lelliega 44,0 �,./ s 4- ,r e- ..,, r�J.uE2C 6 e Cd u -7;f t -PR -h C2 e - cp1✓0. 1,N44. Equipment/Asset Numbe (s): N To the best of my knowledge, the abo Superintendent/Representative: / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirem. 4 Technician: Serving the Western United States 1501 Fuld Rerwn..d. • Reviriim Effective Date 5/25011 The information provided on this repo is prenared for the exclusive rise of the client. This report may not be reproduced in any format without the wnnen permission of the client and Kruzan dt .Asuxtates KraZarl. &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-17-07 PROJECT t 066-06316 PROJECT: Westfield Mail Expansion LOCATION: South Center Mall WELDING INSPECTION REPORT NO.: 6316SS071707 CONTRACTOR: Belay Construction PERMIT NO: D06-147 INSPECTOR: G. Nail! JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy STRUCTURAL STEEL X FIELD / SHOP WELDING Itern(s) inspected: X V.T. MATERIAL ID Temp: 70 F U.T. M.T. P.T. Fit -up inspection of full pen connections level 2 along M.10 Continuous weld inspection for full pen welds and brace frame 5/8 inch and 1 118 inch fillet welds Level 3 Frame welded and bolted connections E -J/5-12 Location: Brace Frame welds level 2 to level 3 line 7.6/H -J Anchor bolts J.8 -N/5-12 X Welder qual'Ificationkertification verified for Previously verified. X Position: x x x x FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' Y4 5/16" 3/8" Other. % puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding and bolting to be complete per plans and AWS DI.1-2006 and RCSC Rev 2000 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. EquipmentlAsset Number(s): ASTM Test #: To the best of my knowledge, the abctWA,S (WAS NOT performed in accordance with the approved plans, specifications, and regulal Superintendent/Representative: Technician: George Naill 05104 Welding! Inspection ion Repott.doc xerision 1 Effective Date: 5/25/05 The ierarntadon provided oe Chia report is prepared for the reclusive 1111 alba duet. Ties rte„ trey net be reproduced et any /steal without the written permission orthe client and Kwan & Associates. I(razari &AssocIATES,INC . GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUC110N TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS071807 DATE: 07-18-07 CONTRACTOR: Batey Construction PROJECT t 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. PERMIT NO: D06-147 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Cloudy Temp: 70 F x STRUCTURAL STEEL X FIELD SHOP WELDING X V.T. MATERIAL ID t1.T. M.T. P.T. Item(s) Inspected: Fit -up inspection of full pen connections level 2 along M.10 Continuous weld inspection for full pen welds and brace frame 5/8 inch and 1 1/8 inch fillet welds Level 3 Mezz. 8.7 -9.1/C -E Frame waled and bolted connections, puddle welds, button punch and stud welding L atrans Brace Frame welds level to level 3. line J.8/7.6-10 X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Welt Type: X X FILLET C.P. P.P. PLUG Other weld Size X X X 3/16" 1/." 5/16" 3/8" Other % puddle Codes: X X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding and bolting to be complete per plans and AWS D1.1-2006 and RCSC Rev 2000 and AWS D 1.3. In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the SuperintendenVRepresentative: AS NOT performed In accordance with the approved plans, spedfcatrons, and reguta Technician: George Naill 05104 Welding Inspection Report.doc The infamnioe provided ea this report is prepared for the elusive use ads., client Thio report nay sot he reproduced in any bit without the written pone Effective Date.. 5125105 the diem and Knave & Associates. I<r21.Za.I1 .SSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/18/2007 PROJECT*. 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR071807 CONTRACTOR Baley Construction PERMIT NO: D06-245 INSPECTOR G. Nail) J' J. Pinkiey JURISDICTION: City of Tukwila WEATHER: Cloudy TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.M.D. reinforcing steel level 3 theater slab grid C -E/7.6-12 And column pour backs Revealed resteei to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference CR # 24816 & 25052 for Test data. Epoxy dowels 1) Performed visual inspection of epoxy dowels level 3 styro over build intermediate walls verified Minimum embedment depth of 5 inches hole prep and cleanout and use of Hilti RE 500 Epoxy Along lines 6 and C. EquipmentiAsset Number(s): To the best of my knowledge. the above WAS ® /WAS NOT 0 performed in accordance with the approved plans. specifications. and Superintendent/Representative: Technician: George Naill Offices Serving the Western United Stat • s 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. WELDING INSPECTION Q1Kraz an $AsstocIATEs,lNc. REPORT NO.: 6316SS071907 GEOTECNNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-19-07 CONTRACTOR: Batey Construction PROJECT ill: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mail Expansion INSPECTOR: G. Nail' LOCATION: South Center Malt JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Cloudy Temp: 70 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Items) Inspected: Fit up full pen column splices level 3 Continuous weld inspection for full pen welds and brace frame 518 inch and 1 1/8 inch fillet welds Level 2 Framing welded and bolted connections grid 5 -12/J -N excluding brace frames Location: Level 2 metal deck and nelson studs 5 -121J -L X Welder qualification/certification verified for Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116' 34" 5/16' 318" Other. '/a puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding and bolting to be complete per plans and AWS D1.1-2006 and RCSC Rev 2000 and AWS D 1.3. In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best at my knowledge, thea a WAS NOT performed in accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Nail meng0 E�r 05104 w R doe ffec Qe ve ° 1O° Report.doe Drte� 5!25/05 Tie information provided on this report is prepared For the exclusive we of the client. This report may rot be reproduced in any Format without the wnnnt pernvasio or the chem and Krim k A sociates- I(razan &ASSOCIATES, 1NC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR071907 DATE: 07/19/2007 CONTRACTOR: PROJECT t: 066-06316 PERMIT NO: INSPECTOR: LOCATION: Soth Center Mall JURISDICTION: WEATHER: PROJECT: Westfield South Center Expansion Baley Construction 006-245 G. Naill / J. Pinkley KRAZAN PROJECT MANAGER: K.E.G. City of Tukwila Mostly Cloudy TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.M.D. reinforcing steel level 3 Parking area A.7 -C/5-12, C -F.5/5-6 And Theater Pit slab H -K/6-7.6 revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders reference CR # 24818 & 24820 for Test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT 0 performed in accordance wain the approved plans, specifications, Superintendent/Representative: Technician: George Naill reauire Offices Serving the Western United States Form t501 r.1 Effective Date: 5-25-05 The inforntation 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 Kraza n & Associates. aZan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE:749/l..z.. PROJECT #: -0 0 /1. 63. PROJECT: C4IYAON/WE. J Lt L11.4LL LOCATION: 2 ZZA11 QR KRAZAN PROJECT MANAGER: Sad NDE REPORT NO.: 2 3 2 2 CONTRACTOR: N� --- PERMIT NO: N/•4 INSPECTOR: /&% ,$6J,PAWZ/NQ_ MESO: eJ lv1 Z7S_ WEATHER: /NS/DE TEMP: g STRUCTURAL STEEL FIELD HO' WELDING Li V.T. EI MATERIAL ID Z U.T. I_J M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no. _ ___ _..--..AWS 0 1.1-96 /NDE -UT -1 Material Alloy C/-5 Weld Joint-_C27P______. ' Standard no.' IS D 1.1-96 Tal -ole -6 Material Thickness - VARY . Weld Process PC4W Calibration Standard IIW type 1 6)_ Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange DATA DESCRIBED iN AWS Di II_ DISCONTINUITY INFO PC. MK./ Grid Line , P� MZC' I ' CI70 lj P_ 'A[� of w 2, U Z Ill c wI w �! ~a v (w� I m u� a� ¢ a a! S w EU z [Fi ill u. u_ w Yc m o p w, r.' 0 U I 1 a Z 1 Z1 I H i 4 x v a i o i . a 93 Z w ,.a 4 v coo U- w a ccI La' z U UJZ a:r. i a $- 0 I 0 ¢ i w LL z ZUJcc m 1).1- L o� o Si W w w i w oc C.,QO9 / i I ° I_ ,a3...2.1'1 08' / • °- 4- I i _, ■ I Ultrasonic Test (UT) Equipment , I : CONFORMANCE OF WORK HOURS Make: Ka SN Sad i QTY Conforming Welds af) ,_QESCPT ! IN OUTST { OT r MIL ITransducer: size SN 1 QTY Nonconforming Welds 0 1. 1 i Couplant Sr _ QTY Examined Welds ,2O ASTM Test Method: A587 Frequency: .25 MHz , _ r -- To the best of my knowledge, the above Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 275 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (66f) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95172 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, Ste. A, Corona, CA 92880 f 501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 Ki'azanWELDING INSPECTION &ASSOCIATEs,INC REPORT NO.: 6316SS072007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-20-07 CONTRACTOR: Belay Construction PROJECT ft: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Map Expansion INSPECTOR: G. Naill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. LJ 'STRUCTURAL STEEL WEATHER: Cloudy/Rain Temp: 64 F X FIELD! SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) Inspected: Fit up full pen column splices level 3 Continuous weld inspection for full pen welds and brace frame 518 inch and 1 1/8 inch fillet welds Location: X Weider qualification/certification verified for. Previously verified. X Peon: X X X X FLAT VERTICAL HORIZONTAL. OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other, Weld Size X X X 3/16' '/: 5116" 316" Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding and bolting to be complete per plans and AWS D1.1-2006 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance toproject plans and specs. EquipmentlAsset Number(s): ASTM Testy: To the best of my knowledge, the aboxeffiAS NOT performed ill accordance with the approved pians, specifications, and reoulat Superintendent/Representative: Technician: George Naill cion 1 05104 Welding Imgectian Report.doc EtTeetive Dna. Y25/05 The intimation provided on this report is pe ep i ed the the enchwtve sae ate dkm_ This report may not be reproduced ie any roma without the written permiasioa orthe client and Kean & Maxims, aZaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVEAONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7 - C7i V r PROJECT#: OGEE" Q%nG PROJECT: VesT f I E G D SourfcceNTER. EMICIANSto1) LOCATION: S ult CCP T6R KRAZAN PROJECT MANAGER: � KEG FIELD REPORT NO: 816 2 7 CONTRACTOR: GAYLs y 04N u GTIou JURISDICTION: GZTYO f TukW j LA PERMIT #: S36 t 1 INSPECTOR: 'Tom ph* d WEATHER: mil,�,w TEMP: G or 7 p!� stiz kc go.utsrfo 'rR6 Cfric Oak kik Stec/ AL/JspfcT/0u S t�N Ap LIED i t RC X44 4 G. s1TE UFct,\ TKAfi Tl� :..SudCoN crR 40 RE Sp�Ygl16 AizeAs ▪ KP.T:. 'o' J�F�T E �1 rte, RZEemm 16,TS. � E kis TIIKT kit M1\\ tl tt N043 ak1 t+N 11k6 Rio REQo wlei)Ts. Lac Iss Ltris e, 5 To I -I , S" WO G P. Co toin0 5, sliiiittEQ.5 NA Q.A �Oet,kpilkss TI1� TKickNEsc TEST,MG. - -t Equipment/Asset Number(s): To the best of my knowledge, thea veA3�1 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requiremt. 4\k- Superintendent/Representative: Technician: Serving the Western Unite States 1501 Field Rep.rrt.d..c Revision 1 Effective Duce: 5/25A15 The information provided on thm eeport is prepared for the exclusive use of the client- Thos report may not he reproduced in any format without the wrtten permission of the client and Krazan & Associates. Krazan &ASSOClATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING ANO INSPECTION DATE: 07/23/2007 PROJECT # 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFR072307 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! 1 J. Pinkley LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZANPROJECT MANAGER: K.E.G. WEATHER: Cloudy/Rain TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.M.D. reinforcing steel level 2 grid J -1J5-12, which Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 3 sets of (4) 4x8 test cylinders reference CR # 22290 - 22292 for Test data. Epoxy Dowels 1) Performed epoxy dowel inspection for escalator pit walls C.3/31 verified hole prep and cleanout Embedment depth, bar size, and use of Hilti RE 500 Epoxy per plans. Equipment/Asset Number(s): To the beat of my knowledge. the above WAS ®1 WAS NOT 0 performed in accordance wlth the approved plans, specifications, and regul Superintendent/Representative: Technician: George Na ill Offices Serving the Western United States Form 1501 r. t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Krazan & Associate& Q1Krazan &Assoc.ATEs,INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS072307 DATE: 07-23-07 CONTRACTOR: Baley Construction PROJECT #k 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. t=1 STRUCTURAL STEEL WEATHER: Cloudy/Rain Temp: 70 F X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Continuous weld inspection for full pen welds and brace frame 518 inch and 1 118 inch fillet welds Level 3 theater pit slabH.6-J.8/9.4-11.1 deck puddle welds and button punch and nelson studs Level 3 framing JdJ5-12 Location: X Welder quaiificationlcertification verified for. . Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3/16' '/." 5118" 3/8' Other. 'A puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding and bolting to be complete per plans and AWS D1.1-2006 and RCSC Rev 2000 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abge W ,SrfWAS NOT performed in accordance with the approved plans, specifications, and regal. y . Superintendent/Representative: Technician: George Nai 05104 Welding b pectioa Repart.doc 11re informstinn provided an this report is prepared for the exclusive use of the client This report inay not be reproduced is any forst without Revision I Effective nate: 5/25/05 written permission of the diem and Ktann & Associates I(raZatTl & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 27, 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, R CE1VEf AUG 06 201 DEVECLOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break .. 4raa.a Mea.., r - aV Mr VM 44• I••■ VMI.a` rVV, I'{YVM.r., ••!1 `LYVJ MYY-LVVV ` Project No. 066-06316 Weather Sunny Protect Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. CyI. Code 071234 Pour Date 6/2112007 Report No. 62107-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# 10:15 74 Ticket # 120272 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. 1 Air (in.) (F) (F) 6" 77 71 Unit Wt. (pcf) Placement Area Location Piles 654,655,656,657,713,723,724,725,726,728 Sampled at 36 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062107 Inspector G. Nail' Reported Batch Data Design Weights Mix No. 02600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1854 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1430 Water lbs. 319 251 Air Ent. (oz) Other (oz) 17 17 Other (oz} Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights 02600 Field Test Methods x ASTM 0143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Date Field Cure 071234 6/28/2007 071234 7/19/2007 071234 7/19/2007 071234 071234 071234 071234 071234 Remarks Results Reviewed By /gee Design Strength 4,000 @ 28 days Max. Age Dim. Area C.F. Load 7 4x8 12.56 0.0 41320 28 4x8 12.55 0.0 57270 28 4x8 12.55 0.0 58119 H 4x8 Comp. Str. (psi) 3,290 4,560 4,630 Date Reviewed Date Specimens Rec'd. Set # 1 1 1 1 Tested By TN SW SW Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fenn OM' R.r!bn 3 Elf dhe DW 5112101 FTre Aramr.tbn pmvided on tNa report Y Pr.pered firth. .acpwire u.s o1 the dtent. Thk report may not be reproduced in any lormet %About the when pan halon o1 the dime and Kraian i Assoc* Break Type N/A N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) .-. vim•• MOW •.VVr•V•.w-Vv, SO•V• • to ••• •Vma vu V -.••a••• VY•eV • VV, I'YI.•VM1 a1, 11e1 ' Project No. 066-06316 Cyl. Code 071235 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mail Expansion Location Seattle, WA Client Westfield Corp., Inc. `MVV1 VVV—i.VVM 6/21/2007 Report No. 62107-2 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Supplier Miles Time Truck# 11:45 74 Other Ticket # 120272 CYLINDER REPORT Plant No. 201 Slump % Air (in.) 6" Mix Temp. (F) 79 Site Mix Air Temp. (F) 73 Unit Wt. (Pcf) Placement Area Location Piles 654,655,656,657,713,723,724,725,726,728 Sampled at 58 cyds Remarks Placed by chute and mechanically consolidated by HIF vibrator Please refer to Field Report No.6316DFR062107 Inspector G. Naill Reported Batch Data Design Weights Mix No. 02600 Com. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1426 Water lbs. 319 251 Air Ent. (oz) Other (oz) 17 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 02600 16 0 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. Code Test Date Field Cure 071235 6/28/2007 071235 7119/2007 071235 7/19/2007 071235 071235 071235 071235 071235 Remarks Results Reviewed By /fat Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.56 0.0 40830 3,250 2 TN NIA 28 4x8 12.55 0.0 61068 4,870 2 SW N/A 28 4x8 12.55 0.0 63137 5,030 2 SW N/A H 4x8 2 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Re M10113 Effective Date 5/12/W The i*nnetbn provided on thN report ke prepared for the exclusive use of the dent. This repel may not be reproduced In any format without 51e schen pemriaelen oft the Bent and Krezan 4 Aseock •••..r..•• .o ••••••••••••••-a.011.......1 Se .1W. •VY• rVer■ VM VVe •• • • V M,►%• • VY, •-e••a..••• ••, ••wt , `Lu." VVV'iVVV Project No. 066-06316 Cyl. Code 071236 Pour Date 6/21/2007 Report No. 62107-3 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City Of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) Oct) 13:10 91 187580 5" 75 74 Placement Area Location Grade beam L121.6-22, 19.2/M.2 -N Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062107 Inspector G. Naill Reported Batch Data Design Actua! Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. lbs. 1 1860 1885 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1442 Water lbs. 279 237 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (Oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 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 071236 6/28/2007 7 4x8 12.56 0.0 46170 3,680 3 TN N/A 071236 7/19/2007 28 4x8 12.55 0.0 69796 5,560 3 SW NIA 071236 7/19/2007 28 4x8 12.55 0.0 67991 5,420 3 SW N/A 071236 H 4x8 071236 071236 071236 071236 Remarks Results Reviewed By ice, Date Reviewed 3 Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming ' Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 0310t Reriebn E4edlr• Dale 5/12106 The Ndennatfon plodded on lift report Is prepared for Me eadualye use of the d«*. Th, report may not be reproduced in any fang Whoa 0» written permission d the client and Kien i A*lo1 1 IAA.. 11 M Y1ti.iV414.511.4V4 I,14• ..IV 1 - sour sass caws rove saUssa IVV, f7USJUI II, VIM OVVV4, 1,444) aJOLJVU ` Project No. 066-06316 Cyl. Code 071280 Pour Date 6/22/2007 Report No. 622107-2 Weather Overcast 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 MIMMISIMIrrISEN Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 69 187650 511 65 68 Placement Area Location Grade beam K/123-25 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 545 F. Ash lbs. C. agg. Ibs. 1 1860 1880 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1442 Water lbs. 279 216 Alr Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 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 071280 6/29/2007 7 4x8 12.55 0.0 56810 4,530 1 TN N/A 071280 7/20/2007 28 4x8 12.55 0.0 80699 6,430 1 WB N/A 071280 7/2012007 28 4x8 12.55 0.0 80164 6,387 1 WB N/A 071280 H 4x8 1 071280 071280 071280 071280 Remarks Results Reviewed By fiE6 Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming • 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fane 03101 Revision 3 Effective NM S/12101. 11re IriotrostIon provided on ws wort lowered or the mamas us. of the dant. Tide report may not be reproduced in .y brmM withoitt the Sahel pamissi. o sits dant and K1.rIn 5 Assad r�lad.all OI PtbaVL.laLCa, nw. 141,11 - 1:7L11 OUtlCL 17YY *UILFf IVO, MUIJUl11, 1/1,14. ZIOIJVrt, 0.1V^GOVU Project No. 066-06316 Cyl. Code 071278 Pour Date 6/23/2007 Report No. 62307-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:48 65 187673 6-1/2" 72 63 Placement Area Location Piles 729,730,731,662,663,664,665,666,667,668,669,670, 671,682,690 Sampled at 26 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062307 Inspector G. Nail! wreregarenaiat Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1421 Water lbs. 319 246 Air Ent. (oz) Other (oz) 17 16.8 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 7 4x8 12.54 0.0 54410 4,340 1 TN N/A 28 4x8 12.58 0.0 68806 5,470 1 SW WA 28 4x8 12.59 0.0 76956 6,110 1 SW N/A H 4x8 1 071278 6/30/2007 071278 7/21/2007 071278 7/21/2007 071278 071278 071278 071278 071278 Remarks Results Reviewed By Kr,g4. 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 Redden 3 Ettliodve Dile ulna Th. Yrkm+.don Provided on tlda report is pr.P.r.d for 0n .ad.M use of the Gert. This r.port may not be reproduced in any format wlho1 the written permission of 0» diem and Krazan & Aswd; nI C14.01.11 -- AOavVla.va, II Mr. I.iv I IJlll Jll Wet rally JUMPS IUU, VVYN baUUc, (coJI aaa LoUU Project No. 066-06316 Cyt. Code 071279 Pour Date 6/23/2007 Report No. 62307-2 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 9:20 65 CYLINDER REPORT Ticket # 187683 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (In.) (F) (F) 6-1/2" 74 65 Unit Wt. (pcf) Placement Area Location Piles 729,730,731,662,663,664,665,666,667,668,669,670, 671,682,690 Sampled at 65 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062307 Inspector G. Nail! CIONMIZENZEINSACII Reported Batch Data Design Weights Mix No. 02600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 319 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 02600 568 1848 1430 248 17 17.2 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 071279 6/30/2007 7 4x8 071279 7/21/2007 28 4x8 071278 7/21/2007 28 4x8 071279 H 4x8 071279 071279 071279 071279 Remarks Results Reviewed By KE'�p Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Design Strength 4,000 @ 28 days Max. Area C.F. Load 12.54 0.0 54230 12.62 0.0 72687 12.60 0.0 70460 Comp. Str. (psi) 4,320 5,760 5,590 Date Reviewed Date Specimens Recd. Tested Break Set # By Type 2 TN N/A 2 SW N/A 2 SW N/A 2 3: Cone & Shear 4: Shear Felin 03101 F1.Naon a EHedNe Date 5112/Or The iiamWion pmrlded on 04 report" peppered for tine exdurthr we el 04 clerk. The report may net be reproduced M anyr formal lathed the written pemieabn of the diet mrd Krezan 5 Awad: 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) nut an c. M soda eb, Inc. Mtn 1 1 otn outte ! VV ,5ulie IvO, MuDurn, vvA eouuc, vuoi �a� cavu Project No. 066-06316 Cyl. Code 071401 Pour Date 6/25/2007 Report No. 62507-1 Weather Partly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Glacier Plant No. 291 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct.) 9:20 618 101372 Flow 76 54 Placement Area Location Base plage grout 6/C.3,D,D.4,E.5,7/B.2,C,D,8/B.2,C,D,E, 9/C. 3,D,E,E.5,10/C.3,D,E,E.5,E.10,11/C-F.4 Sampled at 1.5 cyds Remarks Placed by wheel barrel and mechanically consolidated by H/F vibration Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 3665N 3665N Cern. lbs. 940 933 F. Ash lbs. C. agg. lbs. 1 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 2640 2673 Water lbs. 375 366 Air Ent. (oz) Other (oz) 47 46.6 Other (oz) 100 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 Sir. (psi) Set# By Type 071401 7/2/2007 7 2X2 4.16 0.0 20344 4,910 SW N/A 071401 7/23/2007 28 2X2 071278 7/23/2007 28 2X2 071401 H 2X2 071401 071401 071401 071401 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 03105 Rsvlslob a Efl.Nfv► ors Silva Th. intomedion Provided on Mw report Is prepared for the et luelve one of the dere. This report may not be reproduced in am tonna! wither the written permission of the client end Kraza, 8 Amoco rho ad.ar 1 LX P% .?%.1OLOa, 111'.. I iNOILI I:JLII .011ML Purr OU1la IVU, NIHAU II, VVM JOUVL, (cu.)) sat? cutuu ' Project No. 066-06316 Cyl. Code 071355 Pour Date 6/26/2007 Report No. 62607-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & ASSOC. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. contractor Bayley Construction -Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30 001 187842 5" 78 77 Placement Area Location Grade beams/pile caps N25-28.5, 28.5/A-C,24.91L.3-25.11 L.6.1,25/L.4-24M Sampled at 35 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF062607 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash Ibs. C. agg. Ibs. 1 1860 1848 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 1419 Water Ibs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd, Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071355 7/3/2007 7 4x8 12.59 0.0 39519 3,140 1 SW N/A 071355 7/24/2007 28 4x8 12.55 0.0 62314 4,965 1 SS NIA 071278 7/24/2007 28 4x8 12.55 0.0 63536 5,060 1 SS N/A 071355 H 4x8 1 071355 071355 071355 071355 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 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 O31G, Redman 3 EWA. Ole 5/1710c The irtamolon provided on Ns report i prepared for the sicksM U. of the det. This report may not he reproduced in wry farm whhat the written p.mrsdon of the dent end Konen & Alma ilia (LLCM a P U%.Pdie*, 11w. tou 1 - sotn oueet my/ butte 7U0, AUAUrn, PIA bliUUL, (1D$) lI -LDUU • Project No. 066-06316 Cyl. Code 071354 Pour Date 6/26/2007 Report No. 62607-2 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:20 324 187848 5" 76 77 Placement Area Location Grade beams/pile caps A/25-28.5, 28.5/A-C,24.9/L.3-25.1/ L.6.1,25/L.4-24M Sampled at 107 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF062607 Inspector G. Nall' Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 590 F. Ash lbs. C. agg. Ibs.1 1860 1863 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071354 7/3/2007 7 4x8 12.59 0.0 45230 3,590 2 SW N/A 071354 7/24/2007 28 4x8 12.55 0.0 63080 5,030 2 TN N/A 071278 7/24/2007 28 4x8 12.55 0.0 62820 5,010 2 TN N/A 071354 H 4x8 2 071354 071354 071354 071354 Remarks Results Reviewed By ffge,. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +t- 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 Revision 3 E1fedloe Dale WV& The information provided on the report le prepared for Me exclusive use of the chit. This report mm' nal be reproduced n any formal without the mitten permission of the client and Krayan 5 Aseo.E MI (LLCM a IDU I - IDEM otreet Wvv Suite "IUo, HUDUrrI, VVH ti*UUL, (LDS) !}3J LDUU ' Project No. 066-06316 Cyl. Code 071353 Pour Date 6/26/2007 Report No. 62607-4 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:00 442 825822 6-1/2" 74 83 Placement Area Location Piles 673, 674, 675, 677 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062607 Inspector G. Naill :,rareMrESSIN Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Com. lbs. 450 452 F. Ash lbs. 80 79 C. agg. lbs. 1 1943 1953 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1419 Water lbs. 230 211 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 071353 7/3/2007 7 4x8 12.59 0.0 44944 3,570 4 SW NIA 071353 7/24/2007 28 4x8 12.55 0.0 63462 5,060 4 TN N/A 071278 7/24/2007 28 4x8 12.55 0.0 60616 4,830 4 TN N/A 071353 H 4x8 4 071353 071353 071353 071353 Remarks Results Reviewed By KEG 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) Ram 03101 Revision 9 eo.alvs oats vttror The kdonmtbn provided on UYa report Is prepared for the eoduoMe use or to alar. This report may not he reproduced In any format %about the mitten permission of the dart and Kruan d Assoc* 111e eee.wIl 1611 lWOVV1ptGA, 1111.•. 41/ 1 14111 .4l1110171. net vufaa IVU, ?1111JUI11, ■rM aQVVL, 11,44.1, 2740.4.131J1.11 Project No. 066-06316 Weather Clear Cyl. Code 071432 Pour Date 7/3/2007 Report No. 23808 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. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:15 752 121629 5.6% 6" 70 61 122.2 Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at D.7/ 11.8. 12 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 15MDD2 Cern. lbs. 610 F. Ash lbs. C. agg. lbs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1300 Water lbs. 300 Air Ent. (oz) Other (oz) 36 Other (oz) 7 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set# By Type 071432 7/10/2007 7 4x8 12.55 0.0 48720 3,880 1 TN N/A 071432 7/31/2007 28 4x8 1 071278 7/31/2007 28 4x8 1 071432 H 4x8 1 071432 071432 071432 071432 Remarks Results Reviewed By 1.l 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 Revision 3 Effective Di .3/12/04 The tibimlllon prov4ted or 1Ns mortis mewed for the eutluelvv uae of the dent. This report mey not be regvduoed in Noy formal without the eviler prrmiubn dew dent elle Krum 6 Amore 1-1.1 rp1.p11 M eW041..1as/2a, ar 1Y. 1.1111 - 1 JIM IOU U L 1gUIJUl 11, VW" aUVVL, tLi7J1 aJTLiIUU Project No. 066-06316 CyI. Code 071433 Pour Date 7/3/2007 Report No. 23809 Weather Clear Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15 325 121636 5.5% 6-1/4" 71 63 122.2 Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at D.5/ 10.5. 68 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Laboratory Data CyI. Test Code Date Reported Batch Data Design Actual Weights Weights Mix No. 15M002 Cern. Ibs. 610 F. Ash Ibs. C. agg. lbs. 1 1042 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1300 Water lbs. 300 Air Ent. (oz) Other(oz) 36 Other(oz) 7 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 Design Strength 3,000 @ 28 days Date Specimens Recd. Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set* By Type 071433 7/10/2007 7 4x8 12.55 0.0 47570 3,790 2 TN N/A 071433 7/31/2007 28 4x8 2 071278 7/31/2007 28 4x8 2 071433 H 4x8 2 071433 071433 071433 071433 Remarks Results Reviewed By I(�`/_ r 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) Farm 0E101 Rerrbn 3 Effective Dees savor The infenneeion provided on this repel* Y papered for the uUushre use piths client. This report may not be reproduced in any famed utiho,A the redden permission al the dent end Krezen & Aero .•.1.1.4.1. M Y9.7a V1.1Q413.7, 1111.. ov - t oui otree[ 111YY bulla i uo, AUUUrn, VVA !ltUJU1, (153) 94 1-15UU Project No. 066-06316 Cyl. Code 071434 Pour Date 7/3/2007 Report No. 23810 Weather Clear Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:25 747 121642 5.3% 6-1/4" 71 67 Placement Area Location Slab on metal deck, 2nd floor, line B -E/5-12 Sampled at C3/9 136 cyds out of 203.5 cyds total Remarks Mix was boom pumped and consolidated by H/F mechanical vibration per plans and specifications Please refer to Field Report No. 80612 Inspector J. Bland Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 Cern. lbs. 610 F. Ash lbs. C. agg. lbs. 1 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1300 Water lbs. 300 Air Ent. (oz) Other ‘oz.) 36 Other(oz) 7 Other On) Other (oz) Water Added on Job (gals.1 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 3,000 @ 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 071434 7/10/2007 7 4x8 12.55 0.0 49330 3,930 3 TN N/A 071434 7/31/2007 28 4x8 3 071278 7/31/2007 28 4x8 3 071434 H 4x8 3 071434 071434 071434 071434 Remarks Results Reviewed By Ki% Date Reviewed 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 0-39 +1- 8% Kone 03101 Revision 3 Madre Date 51t3101 The Information provided on this report k prepared for the aorrhrehre uea d the client. This report may not be reproduced In any format without the written permiesbn of the dent lid Krazan & Aasoc6 • ••.•=r•• ••• • wr r r.r•Yr, ••.Y• •Yr • •rt.•• VM rYe • • •• Vr•W •YY, •t w... 11, • Sea „AnyY� YYY M.YYY • Project No. 066-06316 Cyl. Code 071436 Pour Date 7/3/2007 Report No. 70307-5 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:15 136 188283 5-112" 76 78 Placement Area Location Piles 646, 712, 721, 710 Sampled at 14 cyds Remarks Placed by chute and mechanically consolidated with H/F vibrator Please refer to Field Report No. 6316DRF070307 Inspector G. Nail! AsElemillaimlerainiZahanlatall Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cern. lbs. 564 589 F. Ash lbs. C. agg. Ibs.1 1860 1844 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1420 Water lbs. 319 245 Air Ent. (oz) Other (0z) 17 17.1 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 071436 7110/2007 7 4x8 12.55 0.0 45500 3.630 5 TN N/A 071436 7/31/2007 28 4x8 5 071436 7131/2007 28 4x8 5 071436 H 4x8 5 071436 071436 071436 071436 Remarks Results Reviewed By f (64 Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 Revision a Effective 0 05112 The Irrlorrnallon plums on this report Is prepared for the exclusive use of the dent. This '•Pod may not be rproduosd 1 any lomat without 0» willen permission of this client and Krazan d Knock •vv • •va•• •/••••• •••••••• •••n •VV, I'1MMeA•rr, We/1 - , tL•y/Mf 40,1•7L41V41 ' Project No. 066-06316 Cyl. Code 071443 Pour Date 7/5/2007 Report No. 24087 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier M iles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 9 Air (in.) (F) (F) (pcf) 9:00 M136 120640 5" 75 63 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J/18-25 Sampled at 251 cyds Remarks Concrete placement completed per plans Please refer to Field Report No. 79189 Inspector S. Taylor, Jr Reported Batch Data Design Actual Weights Weights Mix No. 15COVW Cern. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 32.9 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 071443 7/12/2007 7 4x8 12.56 0.0 64770 5,160 6 TN N/A 071443 8/2/2007 28 4x8 6 071278 8/2/2007 28 4x8 6 071443 H 4x8 6 071443 071443 071443 071443 Remarks Results Reviewed By ieiG 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% Fonts 03101 Revision a E1hdh'. pale &1Vd The information Podded on this report Is prepared for the exclusive use of the client This report may not hs reproduced in any funnel without the written permission of the dent and Kratan & Aaaoci ••r ee••Me, ors 1.4,00.4,4.1a IrWM Ileo. I Ulf f - f Uur Cu eet rnvv ourte .i un, Muourn, VYM VoUU[, (Lo3) y3y-LODU Project No. 066-06316 CyI. Code 071561 Pour Date 7/12/2007 Report No. 24808 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:30 M752 121656 5-1/2" 75 70 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 15 cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley ethrellel Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cem.lbs. 610 610 F. Ash Ibs. C. agg. Ibs. 1 1042 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand Ibs. 1300 1357 Water lbs. 316 236 Air Ent. (oz) Other (oz) 36 36 Other(oz) 6 6 Other (oz) Other(oz) Water Added on Job (gals.) 14 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071561 7/19/2007 7 4x8 12.55 0.0 54400 4,330 1 TN N/A 071561 8/9/2007 28 4x8 1 071278 8/3/2007 28 4x8 1 071561 H 4x8 1 071561 071561 071561 071561 Remarks Results Reviewed By etsrs 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) foam 03101 Revision 3 EffeCw. fah 5,12101 The inbnnu.kn provided on the report 4 prevered br the exclusive use of the client. This report may not be reproduced in erre formal without the within permission of the client and Krazan & Aasocb 31,1 aMa11 3s SD J .IOL a, 1111.. IJV 1 - 1 .L1 1 Oki gat 111111 JYILO 1 UV, MYUNI 11, num. 7Ovv6, �LJJJ aJ� LJVV Project No. 066-06316 Cyl. Code 071560 Pour Date 7/12/2007 Report No. 24809 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 202 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:30 M751 121659 5-3/4" 78 75 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 65 cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. lbs. 1 1042 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 1381 Water lbs. 316 245 Air Ent. (oz) Other (oz) 36 36 Other(oz) 6 6 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071560 7/19/2007 7 4x8 12.55 0.0 54970 4,380 2 TN N/A 071560 8/9/2007 28 4x8 2 071278 8/9/2007 28 4x8 2 071560 H 4x8 2 071560 071560 071560 071560 Remarks � Results Reviewed By tt . Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/ 8% Fern, 03101 Revision 3 Elloolket bate 5113/01 The inkmiMbO Meet*. en Ons report it prapem l ger OM.seemly. uae el the am& This report may not be reproduced H any Samna %Mhos/ Morello. Mission of m* dent and Moon & Aaod r11 mall lit P1baVVfasco, lII .. IJv 1 W IJuI a7LtFlrefL ra11 041111.111 WU, MufJYfll, 1111# aODUA, IVO.31 VJy-AJUU Protect No. 066-06316 Cyl. Code 071559 Pour Date 7/12/2007 Report No. 24810 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No.• 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:30 M752 120808 6" 77 76 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 105cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley sessalimerriMISM:1111 Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. Ibs.1 1042 1042 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1310 1379 Water lbs. 316 242 Air Ent. (01) Other (oz) 36 36 Other(oz) 6 6 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071559 7/19/2007 7 4x8 12.55 0.0 58550 4,670 3 TN NIA 071559 8/9/2007 28 4x8 3 071278 8/9/2007 28 4x8 3 071559 H 4x8 3 071559 071559 071559 071559 Remarks Results Reviewed By iire 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 assn, Revision 3 El!.dN. Dais 3/121W The Yiormrlon provided on nrh report Is prepared for the errdwhro use of the diem. This moon may not b. reproduced In any foment without the mitten permission of the client and Krazan 6 Amor* iti micas! of P 1VWdlvb, ItIV. 1:1v r r.>Lrr ouelm rote Dune Ivo Mursutrt, VYM vouvc, tco") yJy-c.'7UU Project No. 066-06316 Cyl. Code 071562 Pour Date Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 7/12/2007 Report No. 24811 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 9:30 M325 120815 6" 79 77 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 160 cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. lbs. 1 1042 1042 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 1369 Water ibs. 316 242 Air Ent. (oz) Other (oz) 36 36 Other (oz) 6 6 Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1964 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071562 7/19/2007 7 4x8 12.55 0.0 57360 4,570 4 TN NIA 071562 8/9/2007 28 4x8 4 071278 8/9/2007 28 4x8 4 071562 H 4x8 4 071562 071562 071562 071562 Remarks Results Reviewed By ilago Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Design Strength 3,000 @ 28 days Date Specimens Rec'd. 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) Porn 03101 Revision 3 Effective Dote 51121W The information praMed on this report k prepared for IM exclusive use of the dent. 7116 report may not be reproduced in any format without the written permission d the drd and Kruan a Aaaod: orae aa.an sas e+saav4.reaava, 11 OM, lav t IJLII ouann rive cum: Iuo, Muourn, evM wouUL, (LOS) 1SSe.7-LODU Project No. 066-06316 CyI. Code 071564 Pour Date 7/12/2007 Report No. 24812 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction MIMMIMPIOPMMIEMMinleniMMMMK 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) 10:45 M751 120825 5" 80 75 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 205 cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cern. lbs. 610 610 F. Ash lbs. C. agg. Ibs.1 1042 1041 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1310 1376 Water lbs. 316 243 Air Ent. (oz) Other (oz) 36 36 Other (oz) 6 6 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 58610 4,670 5 TN N/A 28 4x8 5 28 4x8 5 H 4x8 5 071564 7/19/2007 071564 8/9/2007 071278 8/9/2007 071564 071564 071564 071564 071564 Remarks Results Reviewed By /rGc. 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% Porro 00101 Revision 3 Eflsdly. Ogle fitt2101 The Yionn.lbn pmNded on Ns report 1 prepared sr 0he exclusive us* of the also!. THt resod may not be reproduced in eery funnel without the wren permission piths olle0 and Krazan & Assoc* ... 14S111 M a412-oV4.Ct00, na4. icy+ - soul street NIP/ suite tuo, Aunurn, WA Iitiuux, (Lb3) Sag-"LbUU - Project No. 066-06316 Cyl. Code 071563 Pour Date 7/12/2007 Report No. 24813 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30 M325 120844 6" 79 75 Placement Area Location Concrete was placed for the 2nd level pan deck at grid lines 5-12 and E -J Sampled 265 cyds out of 250 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71207 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 15MD02 15MD02 Cem.Ibs. 610 610 F. Ash Ibs. C. agg. Ibs. 1 1042 1040 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1310 1404 Water Ibs. 316 254 Air Ent. (oz) Other (oz) 36 36 Other(oz) 6 6 Other (oz) Other (oz) Water Added on Job (gals.) 10 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 52760 4,200 6 TN N/A 28 4x8 6 28 4x8 6 H 4x8 6 071563 7/19/2007 071563 8/9/2007 071278 8/9/2007 071563 071563 071563 071563 071563 Remarks Results Reviewed By .iieG Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- B% 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 Revision 3 OWN' D. 512/0 The kdomrdbn provided on this .pod Y crewed for the exclusive use of the client. TNs report rosy riot W reproduced in .y format without the anion p.nnhstnn of the client end Krezan & Assad s. .0—Yr1 .a rWoV1e1Mel.0, 111.0. roV s - IJuI %JUom. 1\t• Nu1LC IVU, AU1/U1 I1, ■Y!i aUVVL, t.LJJj aJOILJVV Project No. 066-06316 Cyl. Code 071591 Pour Date 7/13/2007 Report No. 24823 Weather Overcast 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) 8:00 M325 188855 5-1/2" 77 67 Placement Area Location Concrete was placed for the 3rd level pan deck at grid lines C -H, 6.8, C -D.4, 9.4-12 Sampled 65 cyds out of 150 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71307 Inspector J. Pinkley Imearwatealtarareral Reported Batch Data Design Actual Weights Weights Mix No. 0740063 0740063 Cern. lbs. 550 549 F. Ash lbs. C. agg. lbs. 1 1720 1693 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1663 Water Ibs. 248 234 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 3,500 @ 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 071591 7/20(2007 7 4x8 12.55 0.0 62311 4,965 2 WB NIA 071591 8/10(2007 28 4x8 2 071278 8/10/2007 28 4x8 2 071591 H 4x8 2 071591 071591 071591 071591 Remarks Results Reviewed By /tj Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non.Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fo,m 0310/ Revision Eireann Chs 6,12 The information provided on this report Is prepred for the s,Ic ,&ve use of the dei. This report may not be reproduced 3n any ferrel wMhaut the rater+ penrrespo of rhe dere erre Kr zai & Amuck 11.1...4a. M I-MiJVNr4e4N.i, er�N• e e/V0 ee/1ee 1/u Isms. smile 1SI MS 11,1J, r%uuUI n, nra aUvvL, tLJJJ a I LJVV Project No. 066-06316 CyI. Code 071592 Pour Date 7/13/2007 Report No. 24824 Weather Overcast Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:00 M135 12088 5-3/4" 77 66 Placement Area Location Concrete was placed for the 3rd level pan deck at grid lines C -H, 6.8, C -D.4, 9.4-12 Sampled 117 cyds out of 150 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 71307 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 0740063 0740063 Cern. lbs. 550 552 F. Ash Ibs. C. agg. lbs.1 1720 1721 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand lbs. 1590 1683 Water Ibs. 245 239 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 3,500 @ 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 071592 7/20/2007 7 4x8 12.55 0.0 53064 4,228 3 WB N/A 071592 8/10/2007 28 4x8 3 071278 8/10/2007 28 4x8 3 071592 H 4x8 3 071592 071592 071592 071592 Remarks Results Reviewed By 1f ic.. 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 AaNsbn 3 Meths Ode 3112.10. The Y* melba provided on the report k prepared for the exclusive use of Ih• relent This report may nal W epoduced h r9' format without the wren permission of the dirt and Kazan & Assad Ise 176111 SR /'IaaVseICII ;its, II Pr. 1 .IV 1 - 141.11 tiVL 1\ft NUIW WV, MUIJUI II1 •VPI RUUUL, 17433-LJVV Project No. 066-06316 Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 071593 Pour Date 7/13/2007 Report No. 24825 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30 M076 120928 4-1/2" 78 70 Placement Area Location Concrete was placed for elevator walls at grid lines 30.5 at A.3 and grade beams at 26,27,28 at A -B, B line 26-28.4, C.3, 26-28, C.9 26-28,D6, 27-28, 20.3 at M to 21.6 at C.7 Sampled 5 cyds out of 10 cyds total Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator Please refer to Field Report No. 71307 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cam. lbs. 564 564 F. Ash lbs. C. agg. lbs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand tbs. 1420 1502 Water lbs. 334 318 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 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 071593 7/20/2007 7 4x8 12.55 0.0 51762 4,044 4 WB NIA 071593 8/10/2007 28 4x8 4 071278 8/10/2007 28 4x8 4 071593 H 4x8 4 071593 071593 071593 071593 Remarks Results Reviewed By /��G 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 EIIedMe DIM 5112 The blormrllon provided on this report Y prepared for the exclusive use dem darts. This repel may not be reproduced el any formal without the mew permiseen af the dent and Krezan & newel, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 071651 Pour Date 7/18/2007 Report No. 24816 Weather Rainy 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) (pcfj 6:50 M092 189156 5-1/2" 75 66 Placement Area Location Concrete was placed for the theater, 3rd floor slab at grid C -E, 7.6-12 and column pour backs at grid lines J -B 6.-6-11.1 Jat6-7-12 Sampled at 25 cyds out of 130 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 6316DFR0718 Inspector J. Pinkley OPPO artallkaanarral Reported Batch Data Design Actual Weights Weights Mix No. 07400G3 07400G3 Cern. lbs. 550 548 F. Ash lbs. C. agg. lbs. 1 1720 1736 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1590 1652 Water lbs. 296 267 Air Ent. (oz) Other (oz) 44 44 Other (oz) 17 17 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 3,500 @ 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 071651 7/25/2007 7 4x8 12.55 0.0 54809 4,370 1 SS N/A 071651 8/15/2007 28 4x8 1 071278 8/15/2007 28 4x8 1 071651 Fi 4x8 1 071651 071651 071651 071651 Remarks Results Reviewed By 4 ,t4. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM 039 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 RtvYbn3 Oscar. D. 511710' The Yimmmtkm pvvklad an 1016 taoA is lawmad M Ma atl'dva u.. arum r,.M. This wort may ma be reproduced h wry format without uhr mitten pumk.on of th.cliert and Knurl & Amor, Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Rainy Cyl. Code 071650 Pour Date 7/18/2007 Report No. 25052 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other CYLINDER REPORT Supplier Miles Plant No. 203 Time Truck# Ticket # 8:00 M018 120976 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 76 67 Unit wt. (per? Placement Area Location Concrete was placed for the theater, 3rd floor slab at grid C -E, 7.6-12 and column pour backs at grid lines J -B 6.-6-11.1 J at 6 -7-12 Sampled at 110 cyds out of 130 cyds total Remarks Concrete was placed via pump and was consolidated by hand finish Please refer to Field Report No. 6316DFR0718 Inspector J. Pinkley Reported Batch Data Mix No. Cern. lbs. F. Ash lbs. C. agg. Ibs. 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 0740003 550 Actual Weights 07400G3 550 1720 1720 1590 1654 260 242 44 44 17 17 10 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 071650 7/25/2007 071650 8/15/2007 071278 8/15/2007 071650 071650 071650 071650 071650 Remarks Results Reviewed By a:G Design Strength 3,500 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.55 0.0 56729 4,520 28 4x8 28 4x8 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 2 SS N/A 2 2 2 3: Cone & Shear 4: Shear Farm 03101 Revision 3 0$ dw+odsxtta6' The Ydmmdlen provided an this report Y prepred for the molusNe use of the clue. This report may not be reproduced In any famet without the written permission of the Want and Kritzer & Hoock 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 & ASS0CIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 20, 2007 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mali Expansion SEATTLE, WASHINGTON Dear Mr. Burns, KA No. 066-06316 RECEIVEDl ermit No. D6-425 WI. 3 0 227 DEYEippmENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Gordon Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdt) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break .•. t..1.41,1 1 w P.00Vv.US bO, 111..'. .dv 1 - LILU OLP VIOL 1111V OU16C IUU, IiULU1 n, rrri .7ODUL, tGa31 Slay-LaUU Project No. 066-06316 Cyl. Code 071186 Pour bate 6/15/2007 Report No. 61507-1 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 Miles Time Truck# 11:05 71 Ticket # 120167 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (In.) (F) (F) 4-314" 72 65 Unit Wt. (pcf) Placement Area Location Grade beam M/9.3-10, escalator pit slab 21.8/H.7, elevator pit slab 20.9/J.4 Sampled at 5 cyds Remarks Placed by boom pump amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061507 Inspector G. Nail! Reported Batch Data Mix No. Cern. tbs. 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 01600 564 Actual Weights 01600 564 1860 1858 1420 1420 279 266 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Date 071186 6/2212007 071186 7/13/2007 071186 7113(2007 071186 071186 071186 071186 071186 Remarks Results Reviewed By lac, Codes for Break Types: Field Cure Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.59 0.0 46066 3,660 28 4x8 12.58 0.0 74460 5,920 28 4x8 12.58 0.0 78810 6,260 H 4x8 Date Reviewed Set # 1 1 1 1 Tested By SW TN TN 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% norm 03501 Rw1.bn 3 Effective Di. 5/12/13. The information provided on 1}i. /.P0/1 is prepared for Or..xduwiv. u.* of the abut. This report may not be reproduced to any format wew.R me wr.len p.mrYsion of the cunt end Krazan & A.snck Break Type NIA N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, inc. 1501 -1 bin street NW Suite 10ti, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071178 Pour Date 6/18/2007 Report No. 61807-1 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:17 19 187346 5" 74 62 Placement Area Location Grade beam H/20-22, 21/H-G,241J.8-K,24/L-M Elevator pit wall 20.9/J.4, Escalator pit wall 21.8/H.7 Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator. Please refer to Field Report No. 6316DRF061807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 561 F. Ash lbs. C. agg. lbs.1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1411 Water lbs. 279 242 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 0172 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 071178 6/25/2007 7 4x8 12.58 0.0 50477 4,010 1 SW N/A 071178 7/16/2007 28 4x8 12.57 0.0 78050 6,210 1 TN N/A 071178 7/16/2007 28 4x8 12.57 0.0 77620 6,180 1 TN N/A 071178 H 4x8 1 071178 071178 071178 071178 Remarks Results Reviewed By j 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% Forte 03101 Revision 3 Effective Dee 6/1710. The NbmWfo i pi Mdei on Ods report Y prepared for the seclusive use d the dent. This report rimy not be reproduced in env foment wt o,t 6m mitten pennhsion of the dent sid Krazan R Assad xrazan i, Associates, Inc. 'too - i bin street NVV bulte 'IUti, Auburn, VVA utsuuz, ("Lb3) tiSb-zbuu Project No. 066-06316 Cyl. Code 071192 Pour Date 6/19/2007 Report No. 61907-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:40 20 120222 5" 76 61 Placement Area Location 650,651,652,653,658,659,660,661,678,679,680,681,696, 697,698,699,701,702,000,000,000,000 Sampled at 26 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO61907 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15LCD1 15LCD1 Cern. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 1435 1435 C. agg. lbs. 2 475 476 C. agg. Ibs. 3 Sand lbs. 1320 1316 Water lbs. 226 208 Air Ent. (oz) 0.7 0.7 Other (oz) 23 23 Other (oz) 34 33 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 071192 6/26/2007 7 4x8 12.53 0.0 60100 4,800 1 TN NIA 071192 7/17/2007 28 4x8 12.56 0.0 74120 5,900 1 TN N/A 071192 7/17/2007 28 4x8 12.56 0.0 79450 6,330 1 TN N/A 071192 H 4x8 1 071192 071192 071192 071192 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pam 03101 RevYMI 3 6Madlva Date 6112/0. The edomliMn provided an INs report is Prepared for the attdIW,. dee of the dent. This resod may red be repedxed in any formal Without the written admission of !ha dant and K,ezan & Mood . _. - IN. ..••••• st •.•••••• REF REP • .1. ••••• ••• , ...... a.r.r I - I.rut ..0 act vary uuaact ow, IALJIJu1 n, MY, VOMIL, IL7J) .74`J-L3UU Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Cyl. Code 071191 Pour Date 6/19/2007 Report No. 61907-2 JurisdictionCity of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:15 20 120228 5" 74 65 Placement Area Location 650,651,652,653,658,659,660,661,678,679,680,681,696, 697,698,699,701,702,000,000,000,000 Sampled at 60 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR061907 Inspector G. NaiII Reported Batch Data Design Actual Weights Weights Mix No. 15LCD1 15LCD1 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs.1 1435 1432 C. agg. lbs. 2 475 478 C. agg. lbs. 3 Sand lbs. 1320 1318 Water lbs. 226 208 Air Ent. (oz) 0.7 0.7 Other (oz) 23 23 Other (oz) 34 33 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 071191 6/26/2007 7 4x8 12.53 0.0 62180 4,960 2 TN NIA 071191 7/17/2007 28 4x8 12.56 0.0 73990 5,890 2 TN NIA 071191 7/17/2007 28 4x8 12.56 0.0 75620 6.020 2 TN NIA 071191 H 4x8 2 071191 071191 071191 071191 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% Fenn 03101 R.MRlo, 3 Effective DIN 0(17101 The ihbneetbn provided en dna report k prepared for the exclusive we of the dent The report may net M reproduced in my formal **hod the %ellen pe nsekan of the dent and Krazan a Aeeock ret aLsi11 Lit It ne. 1:Me 1 - lulls a7UtltSL PIYY OU.Ltw IUO, MuUurit, VYM JODUG, tLCI.JJ `J. -LOULf Project No. 066-06316 Cyl. Code 071190 Pour Date 6/19/2007 Report No. 61907-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier M Nes Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:40 20 187441 5-1/4" 74 71 Placement Area Location Southeast loading dock footings, north west pit slab level dock 20.3/L-M,L/20.3-22,24/K-L,21.6/L.7-22/M Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR061907 Inspector G. Nail! Reported Batch. Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1870 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1416 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 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 071190 6/26/2007 7 4x8 12.53 0.0 53280 4,250 1 TN N/A 071190 7/17/2007 28 4x8 12.56 0.0 72990 5,810 1 TN N/A 071190 7/17/2007 28 4x8 12.56 0.0 73160 5,820 1 TN N/A 071190 H 4x8 1 071190 071190 071190 071190 Remarks Results Reviewed By KEG Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fpm 03101 Renofon 3 Effective Orta 31120. The information provided on Ns report 4 prepared for the seclusive use of the dent This report may not be repaduced In say format without the neaten permission of Or dont and Nrsan &Assoc ilrazan ac Associates, inc. 1DUl - lDtn street NW buite 1Ub, Auburn, VILA 3U1UU2, (253) 939-ZbUU Project No. 066-06316 CyI. Code 071222 Pour Date 6/20/2007 Report No. 62007-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# 13:35 69 Ticket # 187520 Plant No. 201 Slump % Air (in.) 5', Mix Temp. (F) 75 Site Mix Air Temp. (F) 78 Unit Wt. (pcf) Placement Area Location Pile caps K/25,L.3/24.9,L.6/25.1 Sampled at 2 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062007 Inspector G. Naill VIrstINI Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1428 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 574 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. Test Code Date 071222 6127/2007 071222 7/18/2007 071222 7/18/2007 071222 071222 071222 071222 071222 Remarks Results Reviewed By Ka. Field Cure Age 7 28 28 H Design Strength 4,000 @ 28 days Max. Area Load 12.57 43140 12.54 70700 5,640 12.54 67850 5,410 Dim. 4x8 4x8 4x8 4x8 C.F. 0.0 0.0 0.0 Comp. Str. (psi) 3,430 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Date Specimens Rec'd. Tested Break Set # By Type 1 1 1 1 3: Cone & Shear 4: Shear TN TN TN Fam 03101 R.,Mbn 3 EiFn+w. Date 5/12/Ca The lidermadon parked on tNa real le papered for Me exclusive use of the dent This r.pat may not be reproduced In any format *.bout Me widen minimise of dm deet and Kaman a. Awad 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) i ratan a Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071445 Pour Date 7/5/2007 Report No. 24080 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & ASSOC. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 5:20 M132 188306 5" 75 60 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J118-25 Sampled at 5 cyds Remarks Concrete placement completer per plans Please refer to Field Report No.79189 Inspector S. Taylo, Jr Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 515 F. Ash Ibs. C. agg. Ibs. 1 1455 1458 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1442 Water lbs. 32.9 30.4 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 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 071445 7/12/2007 7 4x8 12.56 0.0 55650 4,430 1 SW N/A 071445 8/2/2007 28 4x8 1 071278 8/2/2007 28 4x8 1 071445 H 4x8 1 071445 071445 071445 071445 Remarks Results Reviewed ByC Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- B% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ppm D3101 Revision 3 Effects, Oete?l1b0r The Ydormetion pavided on bit report le papered for the avlWve use of the dent This report may not be reproduced in Any format without the written permission of the dent and Krum 8 Assn. rrrrurr ra F1.1.1V1if4eVp, i ju 1 - I :nu r7 L1 CCL rum oune IUD, wuourn, VVR aatAIZ, (1b3)139-LbUU Protect No. 066-06316 Cyt. Code 071447 Pour Date 7/5/2007 Report No. 24081 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Protect Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 6:00 M001 188311 5-1/2" 75 60 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J/18-25 Sampled at 62 cyds Remarks Concrete placement completer per plans Please refer to Field Report No.79189 Inspector S. Taylo, Jr Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1404 Water lbs. 32.9 30.6 Air Ent. (oz) Other (oz) Other (oz) Other(oz) Other (oz) Water Added on Job (gals.) 8 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 071447 7/12/2007 7 4x8 12.56 0.0 56190 4,470 2 SW N/A 071447 8/212007 28 4x8 2 071278 8/2/2007 28 4x8 2 071447 H 4x8 2 071447 071447 071447 071447 Remarks ,/ Results Reviewed By A £ci 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 97101 R.a.wn 3 EfFec lve Date VI2701 Th. N,krrnahon pomaded on 0Uo raped is prepared for the coulomb's use of the dere. Ties report may not b. reproduced to any format *those the mitten pem irsi,n of the dere end Krazan 8 Asaoci ••.'-••M•... •-•44......6.1101.13.0 , 11 KU. 1 ay r - r own *trees NYv suite nib, AUDurn, INA 9tWU2, (253) 939-2500 • Project No. 066-06316 Cyt. Code 071444 Pour Date 7/5/2007 Report No. 24082 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:20 M136 188314 5-112" 74 60 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J118-25 Sampled at 105 cyds Remarks Concrete placement completer per plans Please refer to Field Report No.79189 Inspector S. Taylor, Jr Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem. lbs. 520 520 F. Ash lbs. C. agg. lbs. 'I 1455 1454 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1407 Water lbs. 32.9 30.5 Air Ent. (oz) Other (oz) Other(oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data 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 071444 7/12/2007 7 4x8 12.56 0.0 54510 4,340 3 SW N/A 071444 8/2/2007 28 4x8 3 071278 8/2/2007 28 4x8 3 071444 H 4x8 3 071444 071444 071444 071444 Remarks Results Reviewed By KF. -C, Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 Revision 3 Effective Date 6!12/0. Thr information provided an this report M Prepared kw the exdrrive use of 0n cont This report may nal bo reproduced In arty !moist rphout the mitten parmisaion of bre client and Kracan 8 Awad w....., ...... IJV a ti,ut ouesest firr .. uiie ivy, muvurn, VIM WODUL, (133) Si3`,i-YSUti Project No. 066-06316 Cyt. Code 071449 Pour Date 7/5/2007 Report No. 24083 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Wesffield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:30 M135 120628 5-114" 75 62 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J/18-25 Sampled at 156 cyds Remarks Concrete placement complete per plans Please refer to Field Report No.79189 Inspector S. Taylor, Jr Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 530 F. Ash lbs. C. agg. lbs. 1 1455 1454 C. agg. lbs. 2 485 481 C. agg. lbs. 3 Sand lbs. 1333 1396 Water lbs. 32.9 31.4 Air Ent. (oz) Other (oz) Other(oz) Other(az) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071449 7/12/2007 7 4x8 12.56 0.0 53840 4,290 4 SW N/A 071449 8/2/2007 28 4x8 4 071278 8/2/2007 28 4x8 4 071449 H 4x8 071449 071449 071449 071449 Remarks Results Reviewed By %E Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 4 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) Foran 03101 Revision 3 Effective Date 5/1710' The information provided en the report le prepared for the exclusive use albs client. This wart may roe be rapmduced in any foment without the written permission of the dent and Krazan t Assort nr azan a associates, inc. i DUi - l otn btreet NVV Suite 7 Ub, Auburn, WA 9131.1U2, (253) 939-2500 Project No. 066-06316 Cyl. Code 071448 Pour Date 7/5/2007 Report No. 24086 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:20 M071 120636 5-1/2" 75 62 Placement Area Location Concrete placed at slab on grade, grid lines E.5 -J/18-25 Sampled at 209 cyds Remarks Concrete placement complete per plans Please refer to Field Report No.79189 Inspector S. Taylor, Jr senstmistratosi Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 512 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1418 Water lbs. 32.9 31.4 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 C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Code 071448 7/1212007 071448 8/2/2007 071278 8/2/2007 071448 071448 071448 071448 071448 Remarks Results Reviewed By 2r18G Test Date 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 12.56 0.0 54480 4,340 5 SW N/A 28 4x8 5 28 4x8 5 H 4x8 5 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 RevMbn 3 £Rots Dele 5112J0 The information provtlied on tlds report is premed for the Rdush a we of the dent. This report mw not be reproduced in wry Funnel el wllhout the %niton permission of the dant and Krazan & Assoc: nu 'scan a rws Ut truss, mc. lou i - loin otreet rivv Duite "IUO, AUOurn, WA ! IMI, (L34)WS-LOUD Project No. 066-06316 Weather Sunny Cyl. Code 071442 Pour Date 7/5/2007 Report No. 24096 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 1:10 M091 188351 CYLINDER REPORT Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-1/2" 80 81 Unit wt. (pcf) Placement Area Location Concrete placed at elevator pit grid lines 21.3/J-13 and pile caps grid lines J.8/27,J.8128,E.10129,C.6129,G.9/29.9,F/30 and G130 Sampled at 11 cyds out of 22 cyds total Remarks Concrete placement complete per plans Please refer to Field Report No.79194 Inspector S. Taylor, Jr Reported Batch Data Design Weights Mix No. 1600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs. 1 1850 1859 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1490 Water lbs. 33.3 31 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 1600 564 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Test Field Date Cure 071442 7/12/2007 071442 8/2/2007 071278 8/2/2007 071442 071442 071442 071442 071442 Re marks Results Reviewed By !Sea Codes for Break Types: Age 7 28 28 H Design Strength 4,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Dim. Area C.F. Load Str. (psi) Set # By Type 4x8 12.56 0.0 57780 4,600 7 SW N/A 4x8 7 4x8 7 4x8 7 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear form 03101 Revision £IboNw Dale 3117 Tb. Memoriam provided on ffiIs woof Is Prepared for alp mobefee um or 0w alert This report may rat be reproduced bo wry former mRto,e the eaten psm 4a n of ler deed end Tolman L Aeenek Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 5: Columnar (Split) Project No. 066-06316 Cyi. Code 071502 Pour Date 7/6/2007 Report No. 70607-1 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 12:45 747 120710 6" 65 74 Placement Area Location Pile caps and grade beams A/30-31, 31/A -D and pile #714 Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF070607 Inspector 5, Hyatt, Jr deladal Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs.1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 01064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071502 7/13/2007 7 4x8 12.58 0.0 45226 3,600 1 SW N/A 071502 8/3/2007 28 4x8 1 071278 8/3/2007 28 4x8 1 071502 H 4x8 1 071502 071502 071502 071502 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 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% Scan 03101 Revision 3 Motive Date SIM The hibernation provided on this report Y prepared for the exclusive use of the dud. This f.pod may not be reproduced hi any tom* sellout t the mitten Permission of the dent and Kramer a Assod Nrazan es. ASsociates, Inc. 'lout - lotn street NVV sidle tub, Auburn, VVA 95111/2, (15.3) �Sy-LbUU Project No. 066-06316 CyI. Code 071503 Pour Date 7/6/2007 Report No. 70607-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:20 751 120725 5-3/4" 65 76 Placement Area Location Pile caps and grade beams A130-31, 31/A -D and pile #714 Sampled at 54 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF070607 Inspector S, Hyatt, Jr Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 568 F. Ash lbs. C. agg. lbs. 1 1860 1857 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other(oz) Water Added on Job (gals.) 0 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 071503 7/13/2007 7 4x8 12.58 0.0 43613 3,470 2 SW N/A 071503 8/3/2007 28 4x8 2 071278 8/3/2007 28 4x8 2 071503 H 4x8 2 071503 071503 071503 071503 Remarks Results Reviewed By KK4. 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 eireYbn 3 Etled . D. Sri 2/60 The bionmeon prettied on this report is prepared for tie *Adam. use of me client. This report may not be reproduced in any Tonal without the mitten permission of the dent and Xrezem 6 Assod ... rr..0 .w • w.a. vw r wv, .+w. IVV 1 - 1./ Il vam ova Ieee r.rueae. 1 VV, a-aul/0114 V Ilryi .7YVV6, 116JJ1 Grua-a.JVV ' Project No. 066-06316 Cyl. Code 071525 Pour Date 7/10/2007 Report No. 24806 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Wesffield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:15 M023 188628 511 67 87 Placement Area Location Concrete was placed for elevator pit 21.410.13 and grade beams B25 -26,C, 3-25-26, 25D -C.9126, 25 D.3 -D 1/26, 26 B-D1,27/B-D.6, 28/B -D.5 and elevator pit walls 211K Sampled 15 cyds out of 30 cyds total Remarks Concrete was placed via pump and was mechanically consolidated with a H/F vibrator Please refer to Field Report No. 6316DRF071007 Inspector J. Pinkley Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash Ibs. C. agg. lbs. 1 1860 1878 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1476 Water Ibs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gats.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071525 7/17/2007 7 4x8 12.56 0.0 49430 3,940 2 TN N/A 071525 8/7/2007 28 4x8 2 071278 8/7/2007 28 4x8 2 071525 H 4x8 2 071525 071525 071525 071525 Remarks Results Reviewed By FFG 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 03,01 Rirflkn 9 Elba Dale 5112101 701 infolmetbn provided on this repcd k prepared for PM eadueh.e uee of the client. This raped may not be reproduced N any fonno< wthdulthe mitten permission ol the caeca and Kraut. 2 Assad: mrazan aF Associates, inc. 1bin - ibtn Street Nw suite 9Uti, Auburn, WA 913UU1, (15S) 8J9-15UU Project No. 066-06316 Cyl. Code 071524 Pour Date 7/10/2007 Report No. 71007-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction SRA 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) 11:15 468 831067 5-112" 75 85 Placement Area Location Piles 647, 676, 689, 736, 737, 738 Sampled at 15 cyds Remarks Placed by chute, mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF071007 Inspector J. Pinkley 1 I V S I , A.WRIZZIMENIMME11111 Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. lbs. 450 450 F. Ash lbs. 80 78 C. agg. lbs. 1 1943 1946 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1418 Water lbs. 230 217 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens 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 40000 3,180 1 TN N/A 28 4x8 1 28 4x8 1 H 4x8 1 071524 7/17/2007 071524 8/7/2007 071278 8/7/2007 071524 071524 071524 071524 071524 Remarks Results Reviewed By /'(4G 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) Ferns 0101 ReNeion3 Effective kala 5112/Or The idonnaton pied an Wa report Is prepared For dm exduthe use of IM silent This report mey not W reproduced h any format without the written permission of 0r client and Krazen a Assort aZ3n &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 19, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, KA No. 066-06316 Permit No. D06-245 Permit No. D06-147 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 28 through July 13, 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. /} ,y)--"ax../1,,,r,, Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 d6 Krazan & Associates, inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE' 62 . Z`>" Cr? PROJECT #: -0L7311a PROJECT;LJt.S i Fs'E4.-1"p )171 /54.-1- Ex Pl�rS$ o r - LOCATION: S, CES 2 KRAZAN PROJECT MANAGER: K E G NCR NO.: 1268 CONTRACTOR: AN -E,4 PERMIT NO: D - / y % INSPECTOR: G. rVAZc..c_ • JURISDICTION: cry c: ii.K1r1 WEATHER: C--' TEMP: •7 O a NON CONFORMING REPORT ST Inchr��n Sr6EL W r4 i -W csrJ Sx ; C A - Na}' Nor -1 - n,r4cD2rr'+rr/r-, Zllin S r; (4- 3LAC.6Fa pe.. -E' T.1 `7) -IE CF is2 afi 7)16 I,QASE tP.r6 0 4 L_,-/6 �' ,�S e9. N Ips —&&,) erS'f • . 1' s "-tor-) C,. - e r SeE'c s i N S iZr�� rn SE•yx..6-esEo —1-1C -F;rt_ racCC- "A• � C ,(zr2EC" A cl irJ -r ekCPK-,-J - t) -3..g /9 N o�-t'41 WES 1V FACG GsC's C.0Li,mA-J [.,.5 5 F; 774, ASEf T f A. sr og Tl1 ' i 7/!Co 1 4461-0 'L..3 i s Dov-& 77i F c -"par AL LST, -?"1 &' P. tic H:, -�t �J AV -1 re -Ag? gwc A Z '' X '/s f' •,s6 r 1J eSC \We -0 Wes Au - , T1 -1- yaps } c� 3' t6 L&oar .J -w•-- -THE S" is .A \,1FLO TA V wNs ' r^a\ro C fr 7E t4scd< ?o /1 GW,sst7 ?z,(9 -E ()Ay ' 1 C6c, - C -co F t -r. _ 136 ' 1gev-tE.l;, L3t �' 6-P4CaZAI ;wait_ NcCF6:1 1 IrJCt DSL - NE G � \4Ec P jt PG CEc t crEp R,rC6 • 11-474-S To the best of my knowledge, the abov WAS NO Superintendent/Representative: performed in accordance with the approved plans, s Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4237 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 cations d regulatory requirements. 226 N. Sherman, Ste. A, C. . a, CA 92880 1501 15th Street NW 06, Auburn, WA 98002 20714 State Route 05 N.E., Ste. 3C, Poulsbo, WA 98370 19507 744th Ave. NE iX F300, Woodinville, WA 98072 17913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549.1188 • (253) 939-2500 • (360)598-2126 • (425)485.5579 • (360) 254-3200 HOURS DCSCPT 1 IN OUT ST OT I MIL To the best of my knowledge, the abov WAS NO Superintendent/Representative: performed in accordance with the approved plans, s Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4237 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, C4 95815 • (916) 564-2200 cations d regulatory requirements. 226 N. Sherman, Ste. A, C. . a, CA 92880 1501 15th Street NW 06, Auburn, WA 98002 20714 State Route 05 N.E., Ste. 3C, Poulsbo, WA 98370 19507 744th Ave. NE iX F300, Woodinville, WA 98072 17913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549.1188 • (253) 939-2500 • (360)598-2126 • (425)485.5579 • (360) 254-3200 =Ikrazan & Associates, Inc, NCR NO.: 1? 6 9 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE- (1, -2 -9 - PROJECT -Z9 - PROJECT # 0(9(s- ot. Si Lo CONTRACTOR: iSAL.Et1 C :;;K'• PERMIT NO: D z(p - /9 7 PROJECT: 1.-lC'5T-FrCLWW m;a-r-t- EPpr-i-I INSPECTORS , .N,az:LL_ LOCATION: , Cj r -`tL. rflTz L- JURISDICTION: Ciel dr -i,. <,,-tZC'L/� KRAZAN PROJECT MANAGER: 1< , E . C, • WEATHER: 0.4r2,.0 c` TEMP: 2 Ar,.! NON CONFORMING REPORT ST2(^CI, z L- STrEI-- t,.► H E 5=TE PES r. rSPE c sr S -114 Z 5 Z4-5r"F'c 2 _ rvorr- i' 2W ►� 1-Ev _ 3 2�,-�c'�7 F'a cE N . ��'c � 9,-� SNF [rn5 I '3e I FLsONG,C �FelL CF CALF,SE- `THE G sse? ?cAY`E Tv E' him.0 v,e To Col FACE 1N1, A .c,,.r ►-G r11E Gt,ss6' T-St=e0F .!.r P Z Z " 714 Egec'Tv- e7SL / , A r —s F', X13 as t -)E K FG arrce -74. &f' D‘..r-G L1 -r4 x75 114- T a go4--1_5oc ds /1No'r' Ac )-4 rA -17-V0-VT =to p, -)Go' .r �r3 L � n.1 -7 �3 -ThS s rp,.,r we - %RE C Se P4 ATE .ZS 1\1, Sia '1. \AL.OE'O:�,,.: i''r- ?LP-) r T !.5 L3r.\ -NC E'0-1C��*/FE2- r4 ova�02 ACCEp7fr10E To the best of my knowledge, the abe WAS NOTormed in accordance with the approved plans, specific Superintendent/Representative: 275 West Dakota Avenue, Clovis, Ca 93672 • (559) 348-2200 423 f Foster Ave,, Bakersfield, CA 93308 • (661) 633.2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95357 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 277-2200 723 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 Technician: n egulatory requirements. 226 N. Sherman, a, CA 92 1507 15th Street ' , #106, Aubu A 98002 20714 State Route 305 N.E, . 3C, Poulsbo, WA 98370 19501 144th Ave. NE # F , Woodinville, WA 98072 17913 N. 6. 103rd A , Vancouver. WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5579 • (360) 254-3200 HOURS DESCPT IN OUT ST 1 OT MIL �-- To the best of my knowledge, the abe WAS NOTormed in accordance with the approved plans, specific Superintendent/Representative: 275 West Dakota Avenue, Clovis, Ca 93672 • (559) 348-2200 423 f Foster Ave,, Bakersfield, CA 93308 • (661) 633.2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95357 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 277-2200 723 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 Technician: n egulatory requirements. 226 N. Sherman, a, CA 92 1507 15th Street ' , #106, Aubu A 98002 20714 State Route 305 N.E, . 3C, Poulsbo, WA 98370 19501 144th Ave. NE # F , Woodinville, WA 98072 17913 N. 6. 103rd A , Vancouver. WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5579 • (360) 254-3200 IMPO•ML. VIM '14.7---14(raZan & Associates, Inc. REPORTNO.: 2309 NDE GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: _ _ '7/3 CONTRACTOR: PROJECT #: PERMIT NO. 4/4 PROJECT ES70ZE1.1)..4141-1 INSPECTOR- 4 $ 4tY7YNO LOCATION: P 4RrizI. rte, _OR _ -__.-- -- - MiSC: C'iT__..____-�/EzioS KRAZAN PROJECT MANAGER. WEATHER: Py51 TEMP: _,3'°1`= STRUCTURAL STEEL FIELD SHOP WELDING 1 V.T. L -_MATERIAL ID Z U.T. M.T. ...J P.T. ULTRASONIC EXAMINATION REPORT Specification no. AWS D796 /NDE -UT -1 _ Material Alloy C/5— Weld Joint eJP Standard no.VS D 1.1-96 Table Material Thickness VARY Weld Process -.F�ji�t� Calibration Standard IIW type 1 S( Ref. Dwgldetaii ns=near side. fs=tar side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E-W.=compass directions. t=top. bottom. T & Bf=top and bottom flange DATA DESCRIBED IN AWS D1,1' DISCONTINUITY INFO 0 PC. MK./ Grid Line �, ilk u' 2 I LLO Z w W 8 z I YJ o I:6' U O ac 4 W c ❑ z 1— LEG a c~i uwi n Lu J w Z ¢ w ¢ ¢ U O 4 i_ a ¢ zn ❑ V i w Z i -L a ll l uyi p¢ g (3 I ' LL �� f � 1 01 O Q I- ¢: LL w v U a LL LS! u z uui z o - { i' ui a u ❑ Q z w CO ; u, R/73,51 3 ?op 6 s369 --r i` r r fi 1- I ! l 1 1 G I 1 i i I 1 Ultrasonic Test (UT) Equipment _- ::::CONFORMANCE OF WORK ,,'.' HOURS _ ' Make:Adi jJ SNOB OTY Conforming Welds 5 1 DESCPT i IN OUT ST F OT I MIL I l Transducer: size SN [ OTY Nonconforming Welds Of ! I Couplant sr QTY Examined Welds ASTM Test Method: A587 Frequency: igmtI i 1 L • To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633.2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 371-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman. Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulstra, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N E. 103rd Avenue, Vancouver, WA 98862 • (909) 549-1188 • (253) 939-2500 • (360) 598-2725 • (425) 485-5519 • (360) 254-3200 I<.1a2'111. &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION BOLTING INSPECTION REPORT NO: 6316BIR070607-1 Permit No. DATE: 7-06-07 CONTRACTOR: Batey Construction PROJECT ft: 066-06318 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Inspector: G. Neill PRESENT AT SITE: COPIES TO: WEATHER: Sunny TEMP: 75 F X HIGH STRENGTH BOLTS A325 X A490 X A Skidmoore test was performed on the 1 3/8 -Inch 0 bolls with the following torque readings: 89 Kips 80 Kips 48 Kips Kips Average tension: Kips High strength bolt inspection was performed on the -inch 0 bolts at the following locations: Kips X The bolts DID f DID NOT et the required 127 Kips El ANCHORS ❑ Proof Load ❑ Torque Test ❑ Epoxy ❑ % of total -Inch 0 bolts were torque tested to Ibs/ft tension at the following locations: ❑ % of total anchors were load tested to fbsfft_ tension at the following locations: O Visual inspection was performed on X NOTES 0 DISCREPANCIES ❑ % COMPLETE Performed Skidmore Qualification testing of 1 3/8 inch A490 bolts with DTI's the threads of the bolts _ Seized before the minimum tension was achieved. The second bolt tested was stuck in the Skidmore and had to cut out. Equipment/Asset Number(s): ASTM Test #: Measurement Uncertainty ed in accordance with the approved plans, story requirements. Technician: To the best of my knowledge, the above WA Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakerefieid, CA 93308 1025 Looe Palm Ave., #tG, Modesto, CA 95351 545 Parrott St. San lose, CA 95112 o10t Bating Impect;aa Reportdoc • (559) 348-2200 • (661) 633-2200 + (209) 572-2200 • (408) 271-2200 226 N. Sherman, SI CA 9288 1501 15' Street ", ' 106, Auburn, WA 98002 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144th Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253)939-2500 • (360) 598-2126 • (425) 485-5519 Revision 1 Effective Date. 5 25/o5 The information provided on this noon is prepared for the exclusive use of the client. This repot may not be reproduced is any format without the wrinen permission of the client and Kruse R Associates FIELD •€TIK1'1Z1I1 & A s s o c I A T E s, I N c. REPORT NO.: 6316DFR070607 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/06/2007 CONTRACTOR: Baley Construction PROJECT 11: 066-06316 PROJECT: Westfield South Center Expansion PERMIT NO: INSPECTOR D06-245 G. Naill / S. Hyatt Jr. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 78 F Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.G. reinforcing steel for column pour back grid 6 -121E -J and Revealed resteel to be complete per plans and specs. 3) Performed visual inspection of Pile cap and grade beam reinforcing steel line A/30-31, 31/A -D And pile # 714 revealed resteel to be complete per plans and specs. 4) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR070607-1 And 6316CR070607-2 for test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ® / WAS NOT Cl performed In accordance with the approved plans, specifications. and Superintendent/Representative: Technician: George Naill Offices Serving the Western United State mentees Eonn 1501 t. 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. Ql(raz an &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-06-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. WELDING INSPECTION REPORT NO.: 6316SS070607 CONTRACTOR: Bafey Construction PERMIT NO: D06-147 INSPECTOR: G. Neill JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 75 F El STRUCTURAL STEEL X FIELD / SHOP WELDING Items) inspected: X V.T. MATERIAL ID U.T. M.T. P.T. Fitup inspection of full pen column splices level 3 Continuous weld inspection for full pen splices and brace frame 5/8 inch and 1 1/8 inch fillet welds Location: X Welder qualification/certification verified for. Previously verified. X Position: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16" V4" 5/16' 3/8' Other ° puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. ASTM Test #: Equipment/Asset Number(s): To the best of my knowledge. the abov N S AS NOT performed In accordance with the approved pians, specifications, and reg Superintendent/Representative: Technician: George Naill Revision 1 05164 welding Inspection Report.doc Effective D. 5/25!65 lbs information provided as this report is prepared for tie occlusive use of the diem. This report may not be reproduced in any format wirham the written permission of the client and Krazan & Associates. WELDING INSPECTION QKL•az an &ASSOt;iATES,INC. REPORT NO.: 6316SS070907 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-09-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion PERMIT NO: D06-147 INSPECTOR: G. Naill LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 80 F Lx! STRUCTURAL STEEL X FIELD / SHOP WELDING X V.Y. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Fitup inspection of full pen column splices level 3 Continuous weld inspection for frill pen splices and brace frame 5/8 inch and 1 118 inch fillet welds Level 3 Framing welded and bolted connections deck welding and nelson stud Location: Level 3 framing B -E/5-12( Wifh otion to B/12 NCR Dated 6-29-07) X Welder qualificatlon/certification verified for Previously verified. X Position: FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t, E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other Weld Size X X X 3/16" 1/." 5/16" 3/8" Other. Ya puddle Codes: X X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete peLplans and AWS D1.1-2006, AWS D1.3-04 and RCSC Rev 2000 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the Superintendent/Representative: WAS 1 performed in accordance with the approved pians, specifications, and ragulat . + 40' Technician: George Naill 05104 wilding Inspection Report.doc The information provided ea this report is prepared for the exclusive use of tate diem This report may not be reproduced in any fornut without the written Revision 1 Effective Due: 5/25/05 of the diem and Knout & Associates. QKraz &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/10/2007 PROJECT ft: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR071007 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naiil / J. Pinkley JURISDICTION: City of Tukwila WEATHER: Sunny TEMP: 87 F Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile reinforcing steel piles 647, 676, 689, 736, 737, 738 which Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR0710107-1 For test data. 4) Performed visual inspection of reinforcing steel for the following items elevator pit slab 21.41J.13 ar Grade beams B/25-26, C.3/25-26, 25/D -C.9126, 251D.3 -D.1/26, 26/B -D.1, 27/B -D.6, 28/B -D.5 and Elevator pit walls 21/K which revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference CR# 24806 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 Nail Offices Serving the Western United ' ates Form 1541 s. t Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. I(razari& Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND JNISPECT1ON DATE. PROJECT #: 066 " C:963/4, PROJECT:—.C.ANIRON h/ STELE /!M ,L - LOCATION; ___iQA1L4/Yi .„ KRAZAN PROJECT MANAGER; J/__ CONTRACTOR: NDE REPORT NO.: 2 311 PIA PERMIT NO: N/A INSPECTOR:114SORAYrL,VO MISc: WEATHER: LN/ iZ E - TEMP: g STRUCTURAL STEEL 1- R FIELD SHO` ELDING ' V.T. Specification no. Standard no..----.--..—...---. Calibration Standard I_J MATERIAL ID lX U.T. I M.T. P.T. RASONIC EXAMINATION REPORT AWS D 1.1-96 /NDE -UT -t . _._ _Material Alloy ��-C--- Weld Joint _CA7P.. CV- S D 1.1-96 Tai e� Material Thickness �A - Weld Process -FEW owtypeULT1_. _..__ Ref. Dwg/detait ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange BATA DESCRIBED IN AWS D1.1, DISCONTINUITY INFO I I ; 0 a z 3 D 2 a a Q 2 0 c Lei 0 r' 0 ' z w J, w a' w O' uJ U D O z U u_ cc D cn 0 0 CC LL x CL z ccw U w s ti : rt,. mn.r 1111.1 WI !U 1 —rt .,-.T-_ ' 6 . 3� J 4 al I U O U7 1 ¢ I Q e. �` w ! 1 J co O O ¢_ L I I$f 'L / 7L" - �b3`_. 6� 1 x.31/ � /3/7.3i 9 ! a I' 7,0° ,_ �1 O 8 f I�i l TO' i , ! r =- �--- I 1 1 E i I I OF WORK' -: Ultrasonic Test (UT) Equipment , I: CONFORMANCE ! HOURS OUT ST ! OT ! MIL] Make: eXie SN__1-:0[.. f QTY Conforming Welds /3 J j_DESCPT I IN 1 Transducer: size SN QTY Nonconforming Welds % I t 1 Couplant sr QTY Examined Welds 13 1 1 + I ASTM Test Method: A587 Frequency: 2.25 MHz 1 1 j To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications. and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 33612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95 712 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, te. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 .7.- & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 74_0/02 PROJECT #:la PROJECT: _ LVE ;ST LQ AlAizz LOCATION' i O_R ,4L,Q_,, Qin KRAZAN PROJECT MANAGER 1/45A/i1 NDE REPORT NO.: 2312 CONTRACTOR: 4/4 PERMIT NO' Nfi4 INSPECTOR: Al 50R04/Y._MLO MISC: CLIP h/e24615 WEATHER: _PY:511:,_ ,TEMPLgc 15.p - STRUCTURAL STEEL FJEL ELDING h V.T. Specification no Standard no. ___..__._._ ... _ Calibration Standard lIW type _ ;MATERIAL ID LNSU.T. ,_. j M.T. P.T. ULTRASONIC EXAMINATION REPORT AWS D 1.1-96 /NDE -UT -1 Material Alloy CIS . Weld Joint ._. AWS D 1.1-96 Table —_..-. Material Thickness VR/ Y Weld Process -_ W ---.-- Ref. Dwg/detail 1 ns=near side. is=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange ATA DESGREBEO 1N AWS D1,1 DISCONTINUITY INFO PC. MK./ Grid Line o + N O r 4 HLU Lu ' c�� m C x O LU Lu 2 7 CU rz a W 0 . CC Lai u 0 z ¢ r- 1 W U L.L. d B. REFERENCE LEVEL C. ATTENUATION FACTOR D, DEFECT RATING SOUND PATH{ANGULAN DISTANCE 1 2 0 7 DLL r LL r u", a X T rW U -ill 0 i cc W 0 ¢ 0 } , et w _A M cr LL W 0 a S, Z I- iwl WM LU Z LLI w ,",1 rr C14700a 16, / 'O° 70° 70b _ - _76 .. Alt r— j. 1 /a; .11 _,L di _r1_b003 S/6 393 — r I i a I I L Ultrasonic Test (UT) Equipment :r.;CONFORMANCE OF WORK ; :': i HOURS Make: KKR Transducer: size SN 1 Couplant 5T ASTM Test Method: A587 Frequency: 2.25 MH SN Sp/ QTY Conforming Welds g' OTY Nonconfonning Welds OTY Examined Welds , J To the best of my knowledge, the above AS NOT performed Supe rintendenUFlepresentative: DESCPT € IN OUT ! ST 1 OT MIL � I I in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95172 • (408) 271-2200 123 Commerce Grote, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, StE. A, Corona, C4 92880 1501 15th Street NW, #106, Auburn, WA 98002 20774 State Route 305 N.F., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909) 549-1788 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 WELDING INSPECTION IKrazan &ASSOCIATES, INC. REPORT NO.: 6316SS071007 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-10-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mali Expansion INSPECTOR G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny STRUCTURAL STEEL X FIELD / SHOP WELDING Item(s) inspected: X V.T. Temp: 90 F MATERIAL ID U.T. M.T. P.T. Fitup inspection of full pen column splices Level 3 Continuous weld inspection for full pen splices and brace frame 5/8 inch and 1 1/8 inch fillet welds Level 3 Framing welded and bolted connections deck welding and nelson stud Location:Level 3 framing E -G.5/5.9-7.6 X Weider qualification/certification verified for. Previously verified. X Peon: X X X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t. E7018, E6022 Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3116' '/. 5116' 318' Other Y. puddle Codes: X X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006, AWS D1.3-04 and RCSC Rev 2000 In other areas of the building welding continues at this time as does bolting work progression is in general Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the ebov1 WAS NOT performed in accordance with the approved pians, specifications, and re re¢u'ireme . Superintendent/Representative: Technician: George Nai 05141 welding Inspection Report doc Revision 1 Effective Due: 585/05 The information provided midi* report is prepared for the exclusive les of the clue 'Phis report may not be reproduced in any rormat without the written permission of the elk* and Knzan & Associates. wukmm Kr'ourari & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: __... _VA22.20 7 PROJECT # _..O121—OL 31 to PROJECT: _4/ AJOA �.._LYeSr_h-i LI) MALL LOCATION: .55k.E/;5 -Q_0P S LL __OR,_-- _ KRAZAN PROJECT MANAGER' _5171_4(1.—._ NDE REPORT NO.: 2 313 CONTRACTOR: - PERMIT NO' A/1/1 INSPECTOR' Al J E'A_N_7 %N(2 MISC: _C,3p WE2.415 WEATHER: 37.Z>E TEMP: SO o g STRUCTURAL STEEL Xr FIELD SHOP ELDING Li V.T. I MATERIAL ID ) U.T. Li M.T. 1 P.T. ULTRASONIC EXAMINATION REPORT Specification no. _ __ __ -AWS D 1.1-96 /NDE -UT -1 - _ Material Alloy �,5____ Weld Joint CSP Standard no. -------- WS D 1.1-9B Table Material Thickness WIRY- ' -- - - - -e-A.W L Calibration Standard IIW type 1 r DSC Ref. Dwgldetail ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N,S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange ~ LPC. MK./ Grid Line PC * o l' y o z g a o' t �. a, ' w w, Ig v �" v u3 a ac `DATA DESCRIBED IN AWS D1.1 DISCONTINUITY x (~'3 w _, INFO x o J • !Fl F.• W Zi a !w.w wIw u) I w; w 1- w 4:c� o Q ala ., J i I r d/mom ci ' o c a z - a 2 z' o ¢ w• z O w I w. z Q ii c'l0. Q ¢ Ilti � �! z - o: o' w i - 4' Q W ri rl w w w c i5 ' o ! cc /a 1:.0 t±i • �, -._._.___ -(84S ATF c * i)/6006 a _IJ 7 P :I '7p ` ! -1- y :4_ 160 I-7 s owl ll�OfS" ii I I r I . i I I i I J UUitrasoniC Test (UT) EquipmentI :.CONFORMANCE OF WORK HOURS 1 I,,la_liqi_g&Q SN5OL QTY Conforming Welds AS DESCPT IN OUT ST I OT '.MIL ' Transducer: size SN QTY Nonconforming Welds i I 1 I 1 ' ' Couplant Sr ___ __ _ _ QTY Examined Welds Jg _j r ASTM Test Method: A587 Frequen To the best of my knowledge, the abov Superintendent/Representative: WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: Z15 West Dakota Avenue, Cfows, Ca 93612 • (559) 348-2200 4231 Foster Ave-, Bakersfield, CA 93308 • (661) 633-2200 1025 tone Palm Ave. Ste. 2E, Modesto, CA 95351 • {209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce _ircle, Sacramento. CA 95815 • (916) 56642200 226 N. Sherman, Ste. A, Corona, CA 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • {909) 549-1188 • (253) 939-2500 + `360) 598-2126 • (425) 485-5519 ▪ (360) 254-3200 DATE: 'aZ�tl & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION 7- Lr3 — 0 7 PROJECT #. dcc r ()CV € PROJECT: WEST Ff (*C 0 it &LL LOCATION: 500TR CATER, _11 A KRAZAN PROJECT MANAGER: S14 FIELD REPORT NO: 66607 CONTRACTOR: j ' C mmicri J JURISDICTION: CRt 0 i SEATAC A( PERMIT#: MK") - T INSPECTOR: TiNitrPAN Pf,ik WEATHER: CUER O%S7 TEMP:6O - 7S-4), 4 N S1Tf IM RE GIMSTED j TA6 CoA R&ro, .. Fort Spw c. IA)FEC! /o0 S f RAS' (Amp fl RLE QtZ �(n�G. kvicr)€o TNB ;,,RouED r� c-I- �1J SPR C Ri`AN S- F./9k etr,041$ G So r!. CArsI ACTT t prilINTED a(Jr (u 1I AREAs TREY OE'RE CCi�c u,aiTK. TM ForLoDr/�c Akyis oFK,f res ,cT ED : to LNC .. fa 7 c 6.1 Cal C.a To €.5 , Sc -+ s7 7,0 5 7.64- (1,A 10 C,aft- 7ro 10,1 a- A%7TOCis -g r� RE ezoki NG m Mg.! AL friET Tik16 m r • Milc.ECN $- Rcauti mtlic'sr$ As Irk RQTEN I'M -ME. 14 ' f C - r t t O6 sail"TrAL P(oi ie_u k bA�r 1,6'(oNS-txu&c' rot Equipment/Asset Number(s): To the best of my knowledge, the abovkWAS J WAS NOT performed in accordance with the approved plans, Superintendent/Representative: f5O1 Field Rrp.in.dur Technician: codons, and regulatory requirements. Serving the Western Un d States Revision I Effectnye Date: 5/29115 The inhnnmamm provided on this report k prepared for the exclusive use of the client. This report may noir be reproduced rn env format without the written permuxcon of the client and Krazan & Assextates. 'aZl & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE '7/ PROJECT #: _066 — o 6314 PROJECT: _ C/4NRC:04 ._-.- YSiST L t1 A1L- LOCATION:.. POR_T1ZiAD_A_L1h- KRAZAN PROJECT MANAGER: __\51414 NDE REPORT NO.: 2314 CONTRACTOR: ---L4 PERMIT NO: N/A INSPECTOR: AISOiP.9AWNY, MISC: Csri? WEATHER: I/VSiDF TEMP: '75°6= STRUCTURAL STEEL X FIELD / SHOP WELDING 11 V.T. El MATERIAL ID >. U.T. Specification no. Standard no Calibration M.T. ULTRASONIC EXAMINATION REPORT ±Z YS D 1.1-96 /NDE -UT -1 __ Material Alloy S--- Weld Joint __CJP Material Thickness _VARY_._. Weld Process -r Standard IIW type 1 • DSC Ref. Dwg/detail ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=corrspass directions. t=top. bottom. T & Bf=top and bottom flange PC. Mk./ Grid Line 9 QUANTITY OF WELDS a w w ¢¢ Czw7 Lt>' w of W a! z Q w1. o Z I Q 1— DATA ' i w! ;dio:Iciici DESCRIBED IN AWS U I-� Z C=7 Z i a o Z a w D1.1 I DISCONTINUITY INFO II a W w v Q w w ¢—I w ' W,- z ~ W LL w w I¢¢ 1' cc 0 i Z' Z I- ¢! F W LL w •-"--.73131; U w U ¢ D ¢ u w o I I I I I ¢ w Z w u 2 4 a I ¢ Y ` 0 i �� LL/ uI 2 4' N I o' S 1 7‘1° 1---81731 ,8/73g� i. /I 7D° / j 7Q' 1 ! '1` _j._ ILIA I j ' L I B174.?_2— y � r I Il r I ,- I 1 i I I I I I i i i1 II i•L I I � _.1 Ultrasonic Test (UT) Equipment ';::`.A.CONFORMANCE OF WORK _'°.',°- HOURS € Make: kK R SN chi QT Y Conforming Welds 3- , 5I )tj 11 DESCPT IN PUT I ST I OT MIL~ Transducer: size SN I QTY Nonconforming Welds Couplant Sr I QTY Examined Welds asst ASTM Test Method: A587 Frequency: 25 MFt To the best of my knowledge, the abov WA Superintendent/Representative. I j / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • {661) 633-2200 1025 Lone Palm Ave. Ste. 25, Modesto, CA 95351 • (209) 572-2200 595 Parrott St., San Jose, CA 95112 • {408) 271-2200 123 Commerce Circle, Sacramento. 0,4 95815 • (916) 564-2200 226 N. Shemran, 2te. A, Corona, CA 92880 1501 15th Street NW, .4106, Auburn, WA 98002 20714 State Route 305 NEE., Ste. 3C, Poulsbo, WA 98370 13434 N. 5. 177th Place, Woadinvrlle, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • {909) 549-1188 • (253) 939-2500 • (360)598-2126 • {425) 485-5519 • (360) 254-3200 «IKrazari & ASSOCIATES, INC. RECeIveb 1411, 18 2007, GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING DC�MMUNfly, CONSTRUCTION TESTING & INSPECTION �FCOPAGF}yj. July 13, 2007 KA No. 066-06316 Permit No. D6-425 Mr. Pat Burns WESTFIELD CORP., INC. 633 Southcenter Seattle, WA. 98188 RE: In Process Inspection Report Westfield Mall Expansion SEATTLE, WASHINGTON Dear Mr. Bums, 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 SI{H/pm CC: Westfield Corporation, Inc., Attn: Milck Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdt) 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 Sunny Cyl. Code 070973 Pour Date 6/1/2007 Report No. 60107-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete Supplier X Other Mi}es CYLINDER REPORT Time Truck# Ticket # 5:12 747 186398 Plant No. 201 Slump % Air (in.) 6" Mix Temp. (F) 73 Site Mix Air Temp. (F) 58 Unit Wt. (pct) Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 6 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cm. lbs. 520 518 F. Ash lbs. C. agg. Ibs. 1 1455 1463 C. agg. lbs. 2 485 493 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Code Date 070973 6/8/2007 070973 6/29/2007 070973 6/29/2007 070973 070973 070973 070973 070973 Remarks Results Reviewed By l Codes for Break Types: Field Cure Design Strength 3,000 @ 28 days Age Dim. Area 7 4x8 12.53 28 4x8 12.55 28 4x8 12.55 H 4x8 C.F. 0.0 0.0 0.0 Max. Load 51930 68540 73390 Comp. Str. (psi) 4,140 5,460 5,850 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 1 TN N/A 1 TN N/A 1 TN WA 1 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 4/- 8% rpm 03,01 Rwirbe 3 F1Mrein Drs 91V*4 11,6 Inforrirtion plaMledan fhb mppt is wowed kr ds atc*so s toe ater orad. T!* neat roily not Ou nproduosd b any roma! a the maim pwmlwbn der Cant and Knar1 t Maock 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) •Le seLM1I VI f1COLVIMLMy, ••IV. 1 VY 1 - 1 VINO VY VEIL I•.. VYILe 11011, AYY141I11, ■.A , `LVV1 K/Vf/"FV44 ProJect No. 066-06316 Weather Sunny Cyl. Code 070974 Pour Date 6/1/2007 Report No. 60107-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Fieid Data Concrete X Other Supplier Miles Time Truck# 5:38 20 CYLINDER REPORT Ticket # 186403 Plant No. 201 Site Mix Mix Air Slump Temp. Temp. % Alr (in.) (F) (F) 5-314" 74 58 Unit Wt. (Pcf) Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 60 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Weights Mix No. 15COVW Cem.lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1472 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1334 Water lbs. 275 255 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Actual Weights 15COVW 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 070974 6/8/2007 070974 6/29/2007 070974 6/29/2007 070974 070974 070974 070974 070974 Remarks Results Reviewed By 'V/ Codes for Break Types: Age 7 28 28 H Design Strength 3,000 28 days Dim. 4x8 4x8 4x8 4x8 Area 12.53 12.55 12.55 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% C.F. 0.0 0.0 0.0 Max. Load 54230 64940 68520 Cornp. Str. (psi) 4,330 5,170 5,460 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 2 TN N/A 2 TN N/A 2 TN N/A 2 3: Cone & Shear 4: Shear Fam 03101 Revision 3 Mellor Me Miro. 7h. YtrmMMn proon this neat le prepared for tile .rdtriw u.e of the dent. Tlis report m.y ort G 1.pmduod henv bans without Ito erten ;omission of tt1. oleo( Ind Kram i Audi 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) \e a..4e.• l P'.eoVVeeawO, ee 11V. eW 1 — 1Y1.11 VN esv4 e\.• e04e1:e1 IVV, fl%.e/M. 0 warn , LY.iJVV Project No. 066-06316 Cyl. Code 070975 Pour ©ate 6/1/2007 Report No. 60107-3 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. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:05 23 186407 6° 73 58 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 105 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 512 F. Ash Ibs. C. agg. lbs. i 1455 1458 C. agg. Ibs. 2 485 484 C. agg. Ibs. 3 Sand lbs. 1333 1328 Water Ibs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other{oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070975 6/8/2007 7 4x8 12.53 0.0 53310 4,250 3 TN N/A 070975 6/29/2007 28 4x8 12.55 0.0 75600 6,020 3 TN N/A 070975 6/29/2007 28 4x8 12.55 0.0 72650 5,790 3 TN N/A 070975 H 4x8 3 070975 070975 070975 070975 Remarks Results Reviewed Byy4.4 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 4/- 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) Fereef»toe R«won lffodbo Dab rna/o+ 74e rMorenon povtled an tli report b pep.ed for ire .cdueirrr use of ere abet. T+b report may not by repodwoed N my bnnM *MINA la warm permission dl» [lent fold Kazan s AucW nrazan at Mssociates, lnt:. tau l - 10111 otreet 1rv11 OulW IUD, Nuuurn, VVA t7ouu<, (L0)) ilatt"LZ uU Project No. 066-06316 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA cflent Westfield Corp., Inc. Cyi. Code 070976 Pour Date 6/1/2007 Report No. 60107-4 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:30 747 119752 6" 74 58 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.41G -L, 16.4- 17.61G -K.3 Sampled at 158 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFRO60107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights !Aix No. 15COVW 15COVW Cern. lbs. 520 520 F. Ash lbs. C. agg. lbs. 1 1455 1451 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (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 3,000 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070976 6/8/2007 7 4x8 12.53 0.0 56470 4,510 4 TN N/A 070976 6/29/2007 28 4x8 12.55 0.0 76410 6,090 4 TN NIA 070976 6/29/2007 28 4x8 12.55 0.0 75940 6,050 4 TN N/A 070976 H 4x8 4 070976 070976 070976 070976 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 4/- 8% Fara 03101 RarYbn 3 McCue Date 11184 The laboured= podded an this report Y prepared for the e(CMANO use of tha dent Ths root may not be reproduced to any formal of Wed the wltlan pwrrnaebn d the dad and *our & Aewci Krazan & Associates, Inc. 1bU1 -101n btreet NW buite 1Ub, Aunurn, wA ytiUUL, (L03) trsa-LOUD Project No. 066-06316 Cyl. Code 070977 Pour Date 6/1/2007 Report No. 60107-5 Weather Sunny Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 6:47 76 119756 6" 74 58 Placement Area Location Slab on grade 12 -13/G -K,13 -151L.7 -G, 15 -16.4/G -L,16.4 - 17.61G -K.3 Sampled at 202cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. Ibs. 520 525 F. Ash Ibs. C. agg. Ibs. 1 1455 1454 C. agg. lbs. 2 485 482 C. agg. Ibs. 3 Sand lbs. 1333 1331 Water Ibs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070977 6/8/2007 7 4x8 12.53 0.0 58480 4,670 5 TN N/A 070977 6/29/2007 28 4x8 12.55 0.0 75390 6,010 5 TN N/A 070977 6/29/2007 28 4x8 12.55 OA 75220 5,990 5 TN WA 070977 H 4x8 5 070977 070977 070977 070977 Remarks Results Reviewed By :1 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 0109 ASTM C617 X ASTM C1231 ASTM 0780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fane 09107 Revision 9 Meth* OMs 942104 The itwnnMlwn provided on Vie newt k p.prnd for tlN sod 181dV• use dth. dere. Th* iuWt mei eel 1* reproduced h wet bred *Mout 1M were pom1nton of Ow dont,ird Karen &Mood s INA dLd11 Cs 1113&b1.11.:1411.1023, Il 1l:. 1 JV 1 - I:n11 Ou VOL VI VV aufav I VV, Ml1uu11 I, VY? OOVVL, tL"JJ] VJO' LJVU Project No. 066-06316 Cyl. Code 070978 Pour Date 6/1/2007 Report No. 60107-6 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:23 23 119761 5-1/2" 75 59 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.61G -K.3 Sampled at 254cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 529 F. Ash lbs. C. agg. Ibs. 1 1455 1452 C. agg. lbs. 2 485 483 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Reced. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 52230 4,170 6 TN NIA 28 4x8 12.55 0.0 69270 5,520 6 TN N/A 28 4x8 12.55 0.0 70950 5,650 6 TN N/A H 4x8 070978 6/8/2007 070978 6/2912007 070978 6129/2007 070978 070978 070978 070978 070978 Remarks Results Reviewed By free Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Rem aa,ol R.Nrten 3 Eeuaw. Dote 6112/ 04 71w tnkmrraon P oMed.n thr■ sport r Prsc .d ler rr.>a.w. use dew dolt. his sport mty not ha repmduosd ti m7 lomat without dr rotten pernd.epn Other airs and Krim & Merry Rrazan & Associates, inc. 1bu1 - 1Dtn Street NW *Lute ilio, Auourn, WA tlttuuL, {LTJ) trJa-Lauu Project No. 066-06316 Cyl. Code 070979 Pour Date Weather Sunny Jurisdiction City of Tukwila Protect Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. 6/1/2007 Report No. 60107-7 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Time Truck# Ticket # 7:54 747 119766 Site Mix Mix Air Slump Temp. Temp. % Air (in.) (F) (F) 5-3/4" 74 60 Unit Wt. (pcf) • Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 308 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! li Reported Batch Data Design Weights Actual Weights Mix No. 15COVW Cern. lbs. 522 F. Ash lbs. C. agg. tbs. 1 1455 1453 C. egg. lbs. 2 485 491 C. agg. lbs. 3 Sand lbs. 1333 1339 Water lbs. 275 258 Air Ent. (oz) Other(oz) Other (oz} Other (oz) Other (oz) Water Added on Job (gals.) 0 15COVW 520 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 070979 6/8/2007 070979 6/29/2007 070979 6/29/2007 070979 070979 070979 070979 070979 Remarks Results Reviewed By g'4 Codes for Break Types: Measurement Uncertainties: Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.53 0.0 56630 4,520 7 TN NIA 28 4x8 12.55 0.0 77410 6,170 7 TN N/A 28 4x8 12.55 0.0 76260 6,080 7 TN N/A H 4x8 7 1: Cone 2: Cone & Split ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Porn 03101 iewma, 3 fsrwweDia 3r,va The Wommtbn wapyw.d 0f Oa wood a p1% rsd MY Ms mad .n. wa w %a alert The rot may ma 3* namaluew ki any lomat without the wren peatission dna dant and Woman r, 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 93002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070980 Pour Date 6/1/2007 Report No. 60107-8 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 8:37 20 119771 5-3/4" 72 61 Placement Area Location Slab on grade 12 -13/G -K,13 -15/L.7 -G, 15 -16.4/G -L, 16.4- 17.6/G -K.3 Sampled at 360 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cam. lbs. 520 522 F. Ash lbs. C. agg. Ibs. 1 1455 1452 C. agg. lbs. 2 485 482 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 1 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070980 6/8/2007 7 4x8 12.53 0.0 50730 4,050 8 TN N/A 070980 6/29/2007 28 4x8 12.55 0.0 64320 5,130 8 TN N/A 070980 6/29/2007 28 4x8 12.55 0.0 68420 5,450 8 TN NIA 070980 H 4x8 8 070980 070980 070980 070980 Remarks Results Reviewed By 144' Date Reviewed Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break 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 aarar Revision gamare Ode SWUM The Yrwmrion motiasel m sits roved Y powered Om the admits use alto dia. Thr roped may rot he aprodtwd In any damn! *Mal the % Alar pierission dale dent end Wenn a Mack nrazan ce Associates, Inc. 1Du 1 - 1aLt1 Oireet 111YY OUILW tuu, AUDurtl, YYA tteuu.e, (Loo) tIJ77-LDUU Project No. 066-06316 Cy!. Code 070981 Pour Date 6/1/2007 Report No. 60107-9 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANE & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:58 78 119777 5" 76 64 Placement Area Location GB1 grade beams in grid 20 -22/D -G, 20/G -H Sampled at 405 cyds Remarks Placed by boom pump, mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem.lbs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1453 C. agg. lbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1331 Water lbs. 275 262 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 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 070981 6/8/2007 7 4x8 12.53 0.0 45610 3,640 9 TN NIA 070981 6/2912007 28 4x8 12.55 0.0 61360 4,890 9 TN N/A 070981 6/29/2007 28 4x8 12.55 0.0 64400 5,130 9 TN N/A 070981 M 4x8 9 070981 070981 070981 070981 Remarks Results Reviewed By KO Date Reviewed 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% Farm 03101 Renelon a Effective ref. 5112104 The adonnMlnn prodded on leis report k prepared for the exdI*M we of the clerk This report miry not be reproduced in any lander W0ho t IM widen permission of 0311 dent and Wasan i 11..oci Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070982 Pour Date 6/1/2007 Report No. 60107-10 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Sunny Project Westfield Mali Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete 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) 10:55 134 119788 5" 78 70 Placement Area Location Grade beams E.11123-F124,G/23-24,H/23-24,24/D.7.5-G Sampled at 5 cyds Remarks Placed by chute and mechanically consolidated by H/F Vibration Please refer to Field Report No.6316DFR060107 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. Ibs. 564 568 F. Ash lbs. C. agg. tbs.1 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1415 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070982 6/8/2007 7 4x8 12.53 0.0 48689 3,890 10 TN N/A 070982 6/29/2007 28 4x8 12.55 0.0 68560 5,460 10 TN N/A 070982 6/29/2007 28 4x8 12.55 0.0 64290 5,120 10 TN N/A 070982 H 4x8 10 070982 070982 070982 070982 Remarks Results Reviewed By BGG 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% Penn 83101 Recision 3 c11sdIve Delle 3/12/04 The Minmidon p,oreted an We nowt 4 prepared kr the exclusive un of the dent This retort mey rot W reproduced In Worn* *Mord the •dtten pamcktbn of the den! and Kwan 8 Foods . �. .i.�r..-........-�.�--�, ...-. a.vr rwvv Project No. 066-06316 Weather Cloudy Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Cyl. Code 070986 Pour Date 6/4/2007 Report No. 60407-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 13:40 135 186551 CYLINDER REPORT Plant No. 201 Mix Slump Temp. % Air (in.) (F) 5" 72 Site Mix Air Temp. (F) 65 Unit Wt. (pcf) Placement Area Location Grade beams 25/F-J,24/F-H,F124-25,G/24-25 Sampled at 2 cyds Remarks Placed by chute and mechanically consolidated by H/F Vibrator Please refer to Field Report No.6316DFR060407 inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1982 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1405 Water lbs. 279 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 571 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1084 ASTM 0173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Cyl. Test Code Date 070986 6/11/2007 070986 7/2/2007 070986 7/2/2007 070986 070986 070986 070986 070986 Remarks Results Reviewed By Kirk Field Cure Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.53 0.0 57380 4,580 28 4x8 12.55 0.0 69130 5,510 28 4x8 12.55 0.0 73300 5,840 H 4x8 Date Reviewed Date Specimens Rec'd. Set # 1 1 1 1 Tested By TN TN TN Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fo,m 03101 RwNisn7 EUoetlwDols t 8120 Thr bteanrAon p,vrkld on ♦tio moil is preporad for fho =dodos use of the dot This report may not M reproduced In any format without Ms M101an prmisobn of the alma and Krraan & Mama Break Type NIA N/A N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM 0780 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 071043 Pour Date 6/6/2007 Report No. 60607-2 Weather Cloudy .Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (In.) (F) (F) (pcf) 12:34 325 186702 5-1/2" 66 561 Placement Area Location Grade beams and pile caps 20/J-20.3/J.8,20.3/J.8-L,K.4/20. 3 -22,21.61K.4 -L.7 Sampled at 62 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060607 inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. Ibs. 1 1860 1870 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071043 6/13/2007 7 4x8 12.57 0.0 46880 3.730 2 TN N/A 071043 7/4/2007 28 4x8 12.57 0.0 73729 5,870 2 SW NIA 071043 7/4/2007 28 4x8 12.57 0.0 74330 5,910 2 SW N/A 071043 H 4x8 071043 071043 071043 071043 Remarks Results Reviewed By 'fg" Date Reviewed Codes for Break Types: 2 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 O3101 Revision 7 E11edh.►Date 5112g4 TM hdrurstlon psvt sd on This wort 4 pwpard for the so Ns ow of the alert. This ,spat nary nd a ropoduosd is any kora neat the warn permission of !ha rear and Krazan t Msa# Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071042 Pour Date 6/6/2007 Report No. 60607-3 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mali Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 14:00 92 119933 4-3/4" 63 60 Placement Area Location Grade beams and pile caps 20/J-20.3/J.8,20.3/J.8-L,K.4120. 3 -22,21.6/K.4 -L.7 Sampled at 137 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR060607 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mlx No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071042 6/13/2007 7 4x8 12.57 0.0 49670 3,950 3 TN N/A 071042 7/4/2007 28 4x8 12.57 0.0 66660 5,300 3 SW NIA 071042 7/4/2007 28 4x8 12.57 0.0 67999 5,410 3 SW N/A 071042 H 4x8 3 071042 071042 071042 071042 Remarks Results Reviewed By Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 06101 Review 3 r r aN. Date "AUX The ldormddoa melded on ttde report 4 premed for the exclusive we of on clad. Thk neat may net b. nmoduced Si ant' format without the % W possession of the chert end Waxen & Assoc* r�IQL01/ of MbbV11.14300, 1111... IUU i - 1.7U1 Olt UM PI TV owns it%, AUL/W11, TVA VODUL, tLOO) VOU-LUUU Project No. 066-06316 Cyl. Code 071019 Pour Date 6/7/2007 Report No. 60707-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:45 19 186768 4" 78 67 Placement Area Location Grade beams H/24 -25,J/23 -25,24/H -J, south west loading dock walls Sampled at 6 cyds Remarks Placed by boom pump and mechanically consolidated by HIF vibrator Please refer to Field Report No. 6316DRF060707 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. $ 1860 1861 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1458 Water lbs. 279 257 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071019 6/14/2007 7 4x8 12.52 0.0 57660 4,610 1 TN NIA 071019 7/5/2007 28 4x8 12.57 0.0 71787 5,710 1 SW N/A 071019 7/512007 28 4x8 12.57 0.0 70662 5,620 1 SW N/A 071019 H 4x8 1 071019 071019 071019 071019 Remarks Results Reviewed By StG 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) Fame 03,01 Rs 4u n 3 Mede. We 5112104 Tx. Homrtlert psi en this sport Y prtpr.d foe Yr exclusive UM dor dart This septet my not 6r introduced h any format %ghoul the when permission alto dont rid Krum & Assoc* roe start es Associates, inc. 1501 - l Stn ,treet NW SUlte l Ub, Auburn, WA VISUUZ, (15:3) 939-25U0 Project No. 066-06316 Cyl. Code 071040 Pour Date 6/8/2007 Report No. 60807-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 13:05 48 119991 4-1/2" 77 62 Placement Area Location Grade beams and pile caps J.8/23 -24,J.6/24-25. Pile caps 241K, 24/M Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF060807 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 560 F. Ash lbs. C. agg. Ibs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 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 071040 6/1512007 7 4x8 12.59 0.0 48644 3,860 1 SW N/A 071040 7/612007 28 4x8 12.60 0.0 71937 5,710 1 SW WA 071040 7/6/2007 28 4x8 12.60 0.0 70664 5,610 1 SW N/A 071040 H 4x8 1 071040 071040 071040 071040 Remarks Results Reviewed By Oft Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% FOM, 03101 Revision1 e.t.a.. O. wane Te. Nkm,rlwr poM7ed on Mil wort Y emend for the seclusive use of the alert TY. report m.y not b. reproduced !b wry Morel *thole dme seinen permission of the dot and Krt¢wm & Moods Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071041 Pour Date 6/8/2007 Report No. 60807-2 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pct) 13:31 18 186868 5" 76 62 Placement Area Location Grade beams and pile caps J.8/23 -24,J.6/24-25. Pile caps 24/K, 24/M Sampled at 54 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF060807 Inspector G. Nalll Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 567 F. Ash lbs. C. agg. Ibs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 253 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 5 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 12.59 0.0 50411 4,010 2 SW N/A 28 4x8 12.60 0.0 76951 6,110 2 SW N/A 28 4x8 12.60 0.0 76811 6,100 2 SW N/A H 4x8 2 071041 6/15/2007 071041 7/6/2007 071041 7/6/2007 071041 071041 071041 071041 071041 Remarks Results Reviewed By00 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fenn 03101 Revision 3 !SKIM Dog 5/112/Di Ths HwnrMbn ginivided om this report Y propria forth Thro ue DI the dont. This sport may not be reproduced h my twist reed tis action ponrdssbn o th dart rd ?Cronin i ,Wort t razan & Associates, Inc. 1DUl - lDtfl bullet NW bolts lUti, AUDUrn, WA !li3UU1, VW) V4 -YDUU Project No. 066-06316 Cyl. Code 071132 Pour Date 6/11/2007 Report No. 61107-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:05 71 120010 5-1/4" 70 63 Placement Area Location Grade beam and pile cap L/23-24 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 561 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 265 Air Ent. (oz) Other (oz) Other (oz) Other (az) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 © 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071132 6/18/2007 7 4x8 12.52 0.0 55350 4,420 1 TN N/A 071132 7/9/2007 28 4x8 12.57 0.0 75073 5,970 1 SW N/A 071132 7/9/2007 28 4x8 12.57 0.0 78919 6,280 1 SW N/A 071132 H 4x8 1 071132 071132 071132 071132 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 +/- 8% Peon 03'101 IIa.Ybn 3 Mars MP snares The IS4Xselion provided an the noon i pispssd far Om a.dowM on Of ss. dsnrt. This report mq not be resedro.d in ore forme without de erten permission of Me den and Kazan 8 Mese 1 Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 CyI. Code 071131 Pour Date 6/12/2007 Report No. 61207-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:35 19 120045 5-1/2" 67 62 Placement Area Location Pile caps 19.2/M.2, 19.2/N, 20.3/M, 20.3/M.9, 21/M.9 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 563 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 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 0172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071131 6/19/2007 7 4x8 12.57 0.0 51530 4,100 1 TN NIA 071131 7/10/2007 28 4x8 12.55 0.0 62580 4,990 1 TN N/A 0T1131 7/1012007 28 4x8 12.55 0.0 63420 5,050 1 TN N/A 071131 H 4x8 1 071131 071131 071131 071131 Remarks Results Reviewed By V' Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other F 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 031,01 R.rUbn 3 Mara D. d,WN The kikanotbil porld.d on k3s r.pot Y p.p.r.d for the mash. u. alf Ow dad. The wort my not b. ,.produced In any beat *Slott Ivo w1.n perrrie.bn of the dent and Krazan & Amort Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071104 Pour Date 6/13/2007 Report No. 61307-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. 006-245 Project Westfield Mali Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction 101 Field Data CYLINDER REPORT Concrete X Other Supplier Miles Time Truck# 13:05 21 Ticket # 187103 Plant No. 201 Mix Slump Temp. % Air (in.) (F) 4-1/5" 74 Site Mix Air Temp. (F) 65 Unit Wt. (pcf) Placement Area Location PIe caps and grade brams 21/H -J.8, J/20-22, H.5/21-22 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061307 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cem. 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 567 1883 1416 254 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 Field Date Cure 071104 6/20/2007 071104 7/11/2007 071104 7/11/2007 071104 071104 071104 071104 071104 Remarks Results Reviewed By Design Strength 4,000 @ 28 days Max. Comp. Age Dim. Area C.F. Load Str. (psi) 7 4x8 12.52 0.0 28 4x8 12.55 0.0 28 4x8 12.55 0.0 H 4x8 55910 83910 85220 4,470 6,690 6,790 Date Reviewed Date Specimens Rec'd. Set* 1 1 1 1 Tested By TN TN TN Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fatm 03101 Rsdsbn3 E$sdM Do* 2/01 The Narrmtlan padded an this import Y wowed few the atirM us at the der& 7Hs import my not be rspodosd h famr without Me within perrnhialon of the dei and KrazanL Mood: Break Type N/A NIA N/A Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) •uv1••••• w • •••••.•IV.Y•••••, •••••• •vv • •vw. mow••••• •• V+••w •vv, r•.•••••• ••p ••r• , y—VV, VVV YVVV Project No. 066-06316 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. CyI. Code 071103 Pour Date Jurisdiction City of Tukwila Engineer Architect Contractor 6/13/2007 Report No. 61307-2 Permit No. D06-245 ANF & Assoc. Westfield Corporation, inc. Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# Ticket # 14:15 69 120061 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Slump Temp. Temp. % Air (In.) (F) (F) 4-1/2" 68 65 Unit Wt. (pcf) Placement Area Location Pile caps and grade brams 21/H -J.8, J120-22, H.5/21-22 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061307 Inspector G. Nail! 'Reported Batch Data Design Weights Mix No. 01600 Com. Ibs. 564 F. Ash Ibs. C. agg. Ibs. 1 1860 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals Actual Weights 01600 559 1862 1420 262 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data CyI. Code Test Field Date Cure 071103 6/20/2007 071103 7111/2007 071103 7/11/2007 071103 071103 071103 071103 071103 Remarks Results Reviewed By OtG Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.52 0.0 28 4x8 12.55 0.0 28 4x8 12.55 0.0 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Specimens Rec'd. Max. Comp. Tested Break Load Str. (psi) Set # By Type 55300 74230 75670 4,420 5,910 6,030 Date Reviewed 2 2 2 2 3: Cone & Shear 4: Shear TN NIA TN N/A TN ram UMW R.vY6ua gibelPm or.5#12 71m. hfamwl.n ta<IdS a^ this import k w.v*+d for tlw ismium . ,M d the ailed. This report may net b. ,.produced ti wry brm.t uRiwmt Gr urban prmY.bn d the d., w i Kr&an & A..occ Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) nrazan o Associates, inc. 9alf'1 - lDtn btreet NVV bUlte lue, AUDUrn, INA utfuuz, (zbs) tl:Si-1DUu Project No. 066-06316 Cyl. Code 071300 Pour Date 6/22/2007 Report No. 62207-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Overcast Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete CYLINDER REPORT Other X Supplier Euclid High Flow Plant No. Site Mix X Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 9:00 Flow 58 65 Placement Area Location Base plate grout at shear keys B.3/5 and 6, B19,10,11,12 Remarks Moxed on site per manufacturers specs in portable electric mixer and placed by bucket Please refer to Field Report No.6316DFR062207 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. Cern. lbs. F. Ash lbs. C. agg. Ibs.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.) 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 8,000 @ 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 071300 6/29/2007 7 2x2x2 4.02 0.0 23220 5,780 1 TN NIA 071300 7/20/2007 28 2x2x2 1 071300 7/20/2007 28 2x2x2 1 071300 H 2x2x2 071300 071300 071300 071300 Remarks Results Reviewed By f Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C817 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% ions 03101 R.wion a effsctl s Ode Hftyw Th. tnkrm.tbn p.,4d.d on tht. wort 4 pwm.d br mo wdu.wm um ate. air. This wort may rote. npoduad to any fonnal wilhaut the WNW pin dins dant soul %man a Mood. Krazan & Associates, inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 071280 Pour Date 6/22/2007 Report No. 622107-2 Weather Overcast Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 69 187650 5" 65 68 Placement Area Location Grade beam K/123-25 Sampled at 3 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062207 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. tbs. 564 545 F. Ash lbs. C. agg. lbs. 1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1442 Water lbs. 279 216 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 071280 6/29/2007 7 4x8 12.55 0.0 56810 4,530 1 TN N/A 071280 7/20/2007 28 4x8 1 071280 7/20/2007 28 4x8 1 071280 H 4x8 1 071280 071280 071280 071280 Remarks Results Reviewed By Imo' 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% wmi 63101 Mein. o.1.6r17iw Th. t+ionniton prided on thin Import in panneed kr the .xc W. i s. a 0* lint. The rod may not be r.produoad In any inn.t nlp*J m. Wren panrwton of tM elan and Munn & Moods madam a ruisUciases, 1111:. 'sou - 'i pin .street a vv Ducie i up, Muour'n, vim vomit, (43.i) U3J-LSUU Project No. 066-06316 Cyl. Code 071278 Pour Date 6/23/2007 Report No. 62307-1 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 7:48 65 187673 6-1/2" 72 63 Placement Area Location Piles 729,730,731,662,663,664,665,666,667,668,669,670, 671,682,690 Sampled at 26 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR062307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 1421 Water lbs. 319 246 Air Ent. (oz) Other (oz) 17 16.8 Other (oz) Other (oz) Other (oz) Water Added on Jobigais.) 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 071278 6/30/2007 7 4x8 12.54 0.0 54410 4,340 1 TN N/A 071278 7/21/2007 28 4x8 1 071278 7/21/2007 28 4x8 1 071278 H 4x8 1 071278 071278 071278 071278 Remarks Results Reviewed By O.t' 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% Pons 03101 q.wron3 Widen Oel.6117A+ TM intomeetloo provided on ties mod te prepared fora. radrmhe use of the dent Tde report rimy net be repr.duwd it my funnel Ake/ the % M.n p.,n*smn of the dart end K,.zan 8 A..odi •+•••_dal• _ /-IJYVV•MeVV, 11 I. IVV I - IVLII %.1114 ■UV VYIW IVU, P1YY1/I I1, 11IP9 , ti VY, QVo-0,41.11.0 . Project No. 066-06316 Cyl. Code 071279 Pour Date 6/23/2007 Report No. 62307-2 Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. ,jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Plant No. 201 CYLINDER REPORT Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:20 65 187683 6-11211 74 65 Placement Area Location Piles 729,730,731,662,663,664,665,666,667,668,669,670, 671,682,690 Sampled at 65 cyds Remarks Placed by chute and mechanically consolidated by HIF vibrator Please refer to Field Report No.6316DFR062307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 02600 02600 Cern. lbs. 564 568 F. Ash Ibs. C. agg. Ibs.1 1860 1848 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1430 1430 Water Ibs. 319 248 Air Ent. (oz) Other (oz) 17 17.2 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 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 12.64 0.0 54230 4,320 2 TN N/A 28 4x8 2 28 4x8 2 H 4x8 071279 6/30/2007 071279 7/21/2007 071278 7/21/2007 071279 071279 071279 071279 071279 Remarks Results Reviewed By K,60 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% 2 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Pennon 3 Maw. owanva Th. Worn on k sd en rill report N prepared to the eeoYrWe use of 11u dot. This report may not M reproduced in any lemon n wit out the rotten permission o(the cent and Wean & Aped Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071355 Pour Date 6/26/2007 Report No. 62607-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. 'Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time 'Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:30 001 187842 5" 78 77 Placement Area Location Grade beams/pile caps A125-28.5, 28.5/A-C,24.9/L.3-25.1/ L.6.1,25/L.4-24M Sampled at 35 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF062607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 565 F. Ash Ibs. C. agg. Ibs. 1 1860 1848 C. agg. Ibs. 2 C. agg. tbs. 3 Sand lbs. 1420 1419 Water tbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071355 7/3/2007 7 4x8 12.59 0.0 39519 3,140 1 SW N/A 071355 7/24/2007 28 4x8 1 071278 7/24/2007 28 4x8 1 071355 H 4x8 1 071355 071355 071355 071355 Remarks Results Reviewed By ygC. Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) X03107 Ravibr a tsf.dw. D. anzo+ Tia kionalkm provided on W. mod Y Pu.W-d fur am sc, u.M v.& oft the 0eid. This report may not he upoduo.d In any fumed without M. wales p.masal n atthe eMat w1 Mania t Assoc* Arazan di Associates, inc. - latn *tree[ rivv ouite 7uo, Auourn, vv# nauuL, VP.)) 213u-t:ouu Project No. 066-06316 Cyl. Code 071354 Pour Date 6/26/2007 Report No. 62607-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mail 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) 13:20 324 187848 5" 76 77 Placement Area Location Grade beams/pile caps A/25-28.5, 28.5/A-C,24.9/L.3-25.1/ L.6.1,25/L.4-24M Sampled at 107 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF062607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cent. lbs. 564 590 F. Ash lbs. C. agg. lbs. 1 1860 1863 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1419 Water lbs. 279 259 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job'gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM 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 071354 7/3/2007 7 4x8 12.59 0.0 45230 3,590 2 SW N/A 071354 7/24/2007 28 4x8 2 071278 7/24/2007 28 4x8 2 071354 H 4x8 2 071354 071354 071354 071354 Remarks Results Reviewed By KGF 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% liana 03101 Malaita 1 Us, oma. S AVO/ The h.:motion prwfdnd on t .port Y pr.pu.d bt the txdu.t+o u.. alba dant. This neat bay not be r.poduosd in •nN tome walnut the wimp p.rntnlon of the dant and Kr.ran & Atsori Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071353 Pour Date 6/26/2007 Report No. 62607-4 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 Stoneway CYLINDER REPORT Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. WL Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 15:00 442 825822 6-1/2" 74 83 Placement Area Location Piles 673, 674, 675, 677 Sampled at 5 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062607 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 cern. lbs. 450 452 F. Ash Ibs. 80 79 C. agg. Ibs.1 1943 1953 C. agg. Ibs. 2 C. agg. lbs. 3 Sand Ibs. 1428 1419 Water Ibs. 230 211 Air Ent. (oz) Other (oz) 10.6 10.6 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 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 071353 7/3/2007 7 4x8 12.59 0.0 44944 3,570 4 SW N/A 071353 7/24/2007 28 4x8 4 071278 7/24/2007 28 4x8 4 071353 H 4x8 4 071353 071353 071353 071353 Remarks Results Reviewed By 0,0 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% loom 03101 www, a Ef.on4. Date &IVO* n..rdomWw+provided en._ moat rpewee for the ..L*.w...dine clan. Des import nay not e.reproduced Inany kerne ,. the written permission of the dent and !Oman &knock Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 96002, (253) 939-2500 Project No. 066-06316 Cyt. Code 071386 Pour Date 6/27/2007 Report No. 62707-1 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 Westfield Corporation, inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:20 747 187892 5" 72 60 Placement Area Location Column pour backs B19-12,B.3/5-9,F.1/8,C/12,C/11,C.3/9.3 C.3/10,B.3/7,B.3/8,C/7,C/8,C.3/6, grade beams M/23-24, 23/M.8 -M/24 Sampled at 6 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062707 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. Ibs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 486 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 254 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals. 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 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 071386 7/5/2007 7 4x8 12.57 0.0 47812 3,800 1 SW NIA 071386 7/26/2007 28 4x8 1 071278 7/26/2007 28 4x8 1 071386 H 4x8 1 071386 071386 071386 071386 Remarks Results Reviewed By tot,Date Reviewed Codes for Break Types: Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Fount 03101 Bodden 9 Etf.NY. Q. 5112/04 Th. M#ermdloe awuw on Otis 'Wad Ys prspsr.d for to includes use of the cert T3 nowt Noy nd b. reproduced In .n knnd>rehot 0re oaten v.rnesshn of or clank and Kwan f Mend 1 ISI CU -dill a rzsaIt.ldltla, Mt. IUlf I - 1J111 OU RIM Irtrr OUM, IYO, MYLul II, Mee DOVUL, [t74,11 331.22P.L vv ` Project No. 066-06316 Cyl. Code 071385 Pour Date 6/27/2007 Report No. 62707-2 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 Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Stoneway Plant No. 14 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (9 (Pei) 13:05 433 826518 611 68 72 Placement Area Location Piles 645,688,732,733,734 Sampled at 15 cyds Remarks Placed by chute mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062707 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cam. lbs. 450 450 F. Ash lbs. 80 82 c. agg. Ibs. 1 1943 1952 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1428 1404 Water lbs. 230 223 Air Ent. (oz) Other (oz) 10,6 10.6 Other (oz) 21.2 21.3 Other(oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 eg 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 071385 715)2007 7 4x8 12.51 45930 3,650 2 SW NIA 071385 7/26/2007 28 4x8 2 071278 7/26/2007 28 4x8 2 071385 H 4x8 2 071385 071385 071385 071385 Remarks Results Reviewed By Kg, Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Ra,Ylon 3 Elleelke Glts 611201, 71m Ineerrnsdon plodded on 6i Fowl Y peeped far 6F snduslrs uas *Me rduk- The Fowl my not ns FPFduaad In fey West without the seem psnntabn d 6r alert] rd Krum & Assad Krazan & Associates, Inc. 1501 -15th Street NW Suite 7Uti, Auburn, WA 9U0U2, (253) 939-2500 Project No. 066-06316 Cyl. Code 071383 Pour Date 6/28/2007 Report No. 62807-1 Weather Mostly Cloudy Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:05 78 188004 5" 68 70 Placement Area Location Pile caps 26/C.3,26/C.9,26/D.1,27/C.3,27/C.9,27/D.6,271G Sampled at 5 cyds Remarks Placed by chute and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF062807 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs.1 1860 1864 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 aQ 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 071383 7/5/2007 7 4x8 12.51 54637 4,350 1 SW N/A 071383 7/26/2007 28 4x8 1 071278 7/26/2007 28 4x8 1 071383 H 4x8 1 071383 071383 071383 071383 Remarks Results Reviewed By KF.G Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fond 03,01 a..ren 3 lll.dIv. D .6!,210, Tho MMnotb. Prodded .n 601 'WWI M PaP..d kr 0d..xdd.p.. .a.0 OOP. dolt ndis Weft m..y . b. I.pdodd.yd in any band MaMde s.,Ma.n p.n.ulnn of 6,. died .m K, zml & Mala Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 93002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 071384 Pour Date 6/28/2007 Report No. 62807-2 Weather Mostly Cloudy Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Jurisdiction City of Tukwila Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Permit No. D06-245 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) 15:15 409 827185 6" 70 70 Placement Area Location Piles 683,684,685,686,687 Sampled at 15 cyds Remarks Placed by chute and mechanically consolidated by H!F vibrator Please refer to Field Report No.6316DRF062807 Inspector G. Naill VMSMN Reported Batch Data Design Actual Weights Weights Mix No. 448174 448174 Cern. Ibs. 450 451 F. Ash Ibs. 80 83 C. agg. lbs. 1 1943 1956 C. agg. Ibs. 2 C. agg. Ibs. 3 Sand Ibs. 1428 1448 Water lbs. 230 211 Air Ent. (oz) Other (oz) 10.6 10.5 Other (oz) 21.2 21.3 Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area G.F. Load Str. (psi) Set # By Type 071384 7/5/2007 7 4x8 12.57 53242 4,240 2 SW N/A 071384 7/26/2007 28 4x8 2 071278 7/26/2007 28 4x8 2 071384 H 4x8 2 Design Strength 4,000 @ 28 days Date Specimens Recd. 071384 071384 071384 071384 Remarks Results Reviewed By N!.' 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 Padden 1 Elfadna Dale 5112104 The Mmm den prorH.d an this report Y prepared tar the tduYw war the deft This repel may not bit npreduand in airy tomer without ria dun p. n e:Jon Piths cleat and Innen & Assn* arazan ei associates, Inc. •I out - l otn street rrry piffle 7 UD, Aunurn, VYH UOVUL, (L3s) tf, -LDUU Project No. 066-06316 Cyl. Code 071418 Pour Date 7/2/2007 Report No. 70207-3 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:30 M105 188184 5" 75 70 Placement Area Location Pile caps B/26,B127,271E.12, 2818-G and southeast loading dock walls Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DRF070207 Inspector G. Nails Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1855 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 0138 x ASTM C1064 ASTM 0173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071418 7/9/2007 7 4x8 12.57 0.0 54817 4,360 3 SW N/A 071418 7/30/2007 28 4x8 3 071278 7/30/2007 28 4x8 3 071418 H 4x8 3 071418 071418 071418 071418 Remarks Results Reviewed Bye' 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 00907 Relabel a Maw D.5/92O T s YiOrmMbn peva ed ea IND molt Is pr.prtr d for She exclusive u.e of the Melt This mood rosy nog b. reproduced 9n ay fumed rdOrou9 Sr. widen p. nifmbn of the diva and Kfs9:Ar9 & Assor3 n1 dLail Ot MSSUG13ite5, 1116. tours -.lata .street rare .Dulte i uo, Munurn, YYM :IODUL, tto.$) Jit -LDUU Project No. 066-06316 Cyl. Code 071412 Pour Date 7/2/2007 Report No. 24079 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:01 M074 37884 5" 63 73 Placement Area Location Pile's 708,715,716.709,717,734A,735,720,718 Sampled at 26 cyds out of 66 cyds total Remarks Placed by truck chute consolidated with vibrations Please refer to Field Report No.6316DRF070207 Inspector M. Allen Reported Batch Data Design Actual Weights Weights Mix No. 02600 Com. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1800 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 267 Air Ent. (oz) Other (oz) 17 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 10 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071412 7/9/2007 7 4x8 12.57 0.0 54078 4,300 1 SW N/A 071412 7/30/2007 28 4x8 1 071278 7/30/2007 28 4x8 1 071412 H 4x8 1 071412 071412 071412 071412 Remarks Results Reviewed By 'ace 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 R.vrbn 3 Owen NW MVO' Tin Miamian paevNed an the nrp. d i ppwd for 3r excludes use oft . alert Thl tepret may rot t,• reproduced In any band %About the miller permission of the dint and Mean & Mier t rumen ASsoci&tes, Inc. 7;,V i - 7otn outset rim, Dune iuo, Auburn, INA llouuc, (Los) b3J-LDuu Project No. 066-06316 Cyl. Code 071413 Pour Date 7/2/2007 Report No. 24078 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 2:01 M074 37884 5" 63 73 Placement Area Location Pile's 708,715,716.709,717,734A,735,720,718 Sampled at 16 cyds out of 66 cyds total Remarks Placed by truck chute consolidated with vibrations Please refer to Field Report No.6316DRF070207 Inspector M. Allen Reported Batch Data Design Actual Weights Weights Mix No. 02600 Cern. lbs. 564 F. Ash lbs. C. agg. Ibs. 1 1800 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1430 Water lbs. 267 Air Ent. (oz) Other (oz) 17 Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 15 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071413 7/9/2007 7 4x8 12.57 0.0 58376 4,640 2 SW WA 071413 7/30/2007 28 4x8 2 071278 7130(2007 28 4x8 2 071413 H 4x8 2 071413 071413 071413 071413 Remarks Results Reviewed ByW Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Pam 03104 R-rr+on 3 Mahn Date 5112/D1 The Mibnnrwn provided on We report is prepm.d kr the occlusive use da. dont n+ls roped mor rot he Isreoduced In any breed without the maw pencersbn dais dent and Omen 8 Aw.rb (razarl = &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERI CONSTRUCTION TESTING & INSPECTION July 11, 2007 Mr. Pat Burns Westfield Corp., Inc. 633 Southcenter Seattle, WA. 98188 RE: Special Inspection Westfield Mall Expansion Seattle, Washington Dear Mr. Burns, JUL r 18100x, „ F KA No. 066-06316 PermitNa�S Permit No 147 ZO (- US In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 21 through July 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. Kathryn E. Gordon Project Manager Puyallup Division KEG/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316J• 2 I(_ra21rI gtAS50CIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-21-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062107-2 CONTRACTOR: Baley Construction PERMIT NO: D06-147 INSPECTOR: G. Neill MISC: WEATHER: Sunny TEMP:70 F X STRUCTURAL STEEL Fl FIELD/SHOP WE=LDING X OTHER V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fslar side. Tf t- op 9 i fla i e. 6 i Bf=bottom 1 flange. i Wb=web. i N.S.E.W.=compass i directions. t=top. Bottom. T&Bf=top DATA DESCRIBED IN AWS D.1.1 and bottom flange. DISCONTINUITY INFO 1,2EFERENCE REPORT NO. Full pen Cantilever beam connections Level 2 & 3 PCWm</ Grid Line t9 g i Z B. REFERENCE LEVEL F & t) i O C7 SOUND PATH (ANGULAR DISTANCE) i DEPTH FROM SURFACE' A' k 1 i ; O OISTANCE FROM WELD END "Y" 6.316 N Face TF LvI3 1 x 70 12 TB 61 4 +5 3081 134 '/ - . I I 1 % B.316 N, S Face BF M3 2 x 70 12 67 B.3/6 S. face TF 1v13 1 x 70 12 67 B.2/8 N, S face TF 1v13 2 x 70 1-2 67 8.218 S face BF 1v13 1 x 70 14 70 61 3 0 2.659 % '!z -.375 1 v 8112 N, S Face T&BF 1v12 4 x 70 1-2 67 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 7 EQUIPMENT/ASSET NUMBERS): Transducer: Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 2 Couplant Sonotrace Grade 30 CiTY Examined Welds: 9 ASTM Test Method: A587 Frequency 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: 1 WAS NOT performed in accordance with the approved plans, specifications, and regulato 215 West Dakota Avenue, Clovis. CA 93612 4231 Foster Ave., Bakersfield CA 93308 1025 Lone Palm Ave., NM, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661) 633-2200 • (209) 572-2200 • (408)271-2200 Technician: Geo ' e Neill 226 N. Sherman, Ste. A, Corona. CA 92 922 Valley ave. N.W. Suite 101 Puyallup, Wa.983 20714 State Hwy 305 NE, Ste 3C, Poulabo, W 19501 I446 Ave NE SF -300, Woodinville, 8370 A 98072 • (909)549-1188 + (253)939-2500 • (360)598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20/05 The information provided on this report is prepared for tie exclusive use of the client. This report may not be reproduced in any format without the written permission of the diem and Kra= & Associates. =1<raz IKta.zaj:i & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 6/a?/f07 PROJECT k. X66 O(3/( PERMIT NO. /VA NIDE REPORT NO.: 2 3 0 4 CONTRACTOR: Al/4 PROJECT: e4A/P N% %S//STF/aD /1-1A4L LOCATION' PoRrtq /2/ L24 KRAZAN PROJECT MANAGER: INSPECTOR: /1 SDRA/1/T/1vd MtSC: CSP M 2 'S WEATHER: 1/1,:c 2 3E' TEMP: 70 ® Jr STRUCTURAL STEEL si FIELD / -HO: WELDING { I V.T. Fl MATERIAL ID U.T.KM.T. RT. ULTRASONIC EXAMINATION REPORT Specification no. AWS_D 1.1-96 DE -UT -1 Table 6 Material Alloy Thickness Dwgfdetail eyie5 Weld Joint Process dr? Standard no. ' S r 1.1-96 Material Ref. VA"/ Weld FL4w Calibration Standard 4=1;11,r DSC ns=near side. fs=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MKJ Grid Line rzi o OUANT1TY OF WELDS w ' i e PROCEDURE LEGEND TRANSDUCER ANULE DATA DESCRIBED IN AWS DI.1 DISCONTINUITY INFO REFERENCE REFPORT NO. LEG A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH{ANGULAN DISTANCE} E DEPTH FROM SURFACE "A" DISTANCE FROM WELD CENTER' DISTANCE FROM WELD END W" C/3008 9i _ t '70 ° :z3oy 0130/3 81-3,N 9 3 $1 3Z 1 1 RA3aL 1 1 1 C/30o/ X J WOO/ x A V &z 5'" -5c 3 J" • 2 741 _1 Ultrasonic Test (UT) E uipment Make: /KKR SN CONFORMANCE OF WORK Transducer size SN OTY Nonconforming Welds / Couplant Sr— ASTM Test Method: A587 Frequency:2.25 MHz OTY Examined Welds To the best of my knowledge, the abov Superintendent/Representative: HOURS DESCPT IN OUT ST OT MIL erformed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, CA 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. ZE, Modesto, CA 95351 • (209) 572-2200 545 Parrott St., San Jose, CA 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 226 N. Sherman, e. A, Corona, C4 92880 1501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. E. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 NDE 1(& Associates, Inc. REPORTNO.: 2305 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: W25107 PROJECT#: 066 — 06314 PROJECT: e4 yfitwAvs.s th'LD /HALL LOCATION: PIS. -?Nn, C Q, KRAZAN PROJECT MANAGER. sy,h/ CONTRACTOR: PERMIT NO ,44 INSPECTOR: .4-150R.4.1/77/Y0 MISC: £Ti i'W7,i S WEATHER: //VS/lig TEMP: 70 °F STRUCTURAL STEEL tgi FIELD SHOP ELDING 1 V.T. MATERIAL ID U.T. M.T. P.T. ULTRASONIC EXAMINATION REPORT Specification no AWS D - E -UT Table 6 1 Material Alloy Material Thickness Ref. Dwg/detail Ck Weld V4PY Weld Joint Process (ZAP Standard no WS D 1.1-96 FLAW Calibration Standard I / type or DSC ns=near side. Is=far side. Tf=top flange. Bf=bottom flange. Wb=Web. N.S.E.W.=compass directions. t=top. bottom. T & Bf=top and bottom flange PC. MK./ Grid LMe O QUANTITY OF WELDS w c' r CS PROCEDURE LEGEND TRANSDUCER ANULE DATA DESCRIBED IN AWS D1.1 DISCONTINUITY INFO REFERENCE REFPORT NO. LEG A. DEFECT LEVEL B. REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH(ANGULAN DISTANCE) w DEPTH FROM SURFACE "A' DISTANCE FROM WELD CENTER "X' DISTANCE FROM WELD END "Y" 1216"3sy 3 / 70' bq ,2306- 2305B/s a/.5Zs -s- 4 ID / / tis' lid ° SOY t'oy /V/ % t7,128' C1 yoa? ID/ 70 ° 49 CLSo09 l0 1 7a° 44 f /WiG 3 / '760 W/ A C130cf / '70 64' _6 Ultrasonic Test (UT) Equipment Make: SN SVL Transducer: size SN • CONFORMANCE OF WORK OTY Conforming Welds QTY Nonconforming Welds Couplant r ASTM Test Method: A587 Frequency: 2.25 QTY Examined Welds To the best of my knowledge, the abov Superintendent/Representative: HOURS DE$CPT IN OUT ST OT MIL / WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirements. Technician: 215 West Dakota Avenue, Clovis, Ca 93612 • (559) 348-2200 4231 Foster Ave., Bakersfield, C4 93308 • (661) 633-2200 1025 Lone Palm Ave. Ste. 2E, Modesto, C4 95351 • (209) 572-2200 545 Parrott St., San Jose, C4 95112 • (408) 271-2200 123 Commerce Circle, Sacramento, CA 95815 • (916) 564-2200 74/<1 226 N. Sherman, Si A, Corona, C4 92880 /501 15th Street NW, #106, Auburn, WA 98002 20714 State Route 305 N.E., Ste. 3C, Poulsbo, WA 98370 13434 N. F. 177th Place, Woodinville, WA 98072 11913 N. E. 103rd Avenue, Vancouver, WA 98662 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425) 485-5519 • (360) 254-3200 I(ra.zui &ASSOCIATEs,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-25-07 PROJECT*. 066-06316 PROJECT: Westfield Mall Expansion WELDING INSPECTION REPORT NO.: 6316SS062507 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Neill LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny Temp: 73 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Usual inspection of fit up full pen cantilever beams level 3 Location: Piles 646, 686, 687, 735 X Welder qualification/certification verified fon Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: x X FILLET C.P. P.P. PLUG Other: Weld Size X 3/16" '/." 5/16" 3/6' Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 646, 686, 687, 735 revealed no Relevant indications noted reference report # 6316NDE062507-1 for test data. Level 2, 3 deck welding in process. ASTM Test #: To the best of my knowledge, the a . : A WAS NOT performed in accordance with the approved plans, specifications, and regu - juire - n Superintendent/Representative: Technician: George Naill Equipment/Asset Number(s): 05104 Welding Impaction Report -doe 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 permissio ion 1 Effective Data: 525(05 client and Kraran & Associates. • azan_ &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-25-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062507-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Partly Sunny TEMP: 65 F n STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-110ther D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IW xx Isis --near side. fs=far side. TF --top flange. Bfrbottom 8a _. Wb—web. N.S.E.W. compass directions. t=rop. Bottom. T&Bf-tog and bottom flange. Full pen pipe pile splices .375 to .375 and .375 to .500 wall Level 3 Full pen cantilever beams PCMK I Grid Una l2 i $in i / i 1 _ ! DATA DESCRIBED IN AWS D.1.1 DISCONTINun Y INFO i `�`� 1 d i Iti ATTENUATION FACTOR 1 to SOUND PATH (ANGULAN DISTANCE) i U DISTANCE FROM WELD CENTER 'X' }" 2 Q Pile # 646 1 x 70 1-2 67 Pile # 735 1 x 70 1-2 67 Pile # 687 1 x 70 1-2 67 Pile # 686 1 x 70 1-2 67 B.3/5 N. face TF 1 x 70 1-2 6I Ultrasonic Test (UT) Equipment Make: USN 581_ SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 5 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 5 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a • • - W / WAS NOT performed in accordance with the approved plans, specifications, and Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559)348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 Technician: George Nal 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 140 Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 5/25/05 120/05 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. QKraZall 8,AssociATEs,INc. WC • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/25/2007 FIELD REPORT NO.: 6316DFR062507 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Ben T. / �. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Sunny TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Base plate grouting lines 6/C.3, 718.2-D, 8/B.2 -E, 91C.3 -E.5, 101C.3 - E.10, 11/C -F.1, 12/C -F.4 verified footing to be free of dirt and debris prior to placement and verified Grout flow to displace air voids. 3) Sampled grout and cast 1 set of 3 2x2x2 cubes reference report # 6316CR062507-1 for test data. Equipment/Asset Num (s): To the best of my knowledge, the above WAS ®1 WAS NOT 0 performed in accordance with the approved plans, specifications, a eg ; '• uirements. Superintendent/Representative: Technician: George Nail Offices Serving the Western United State Form 1501 r. Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kazan & Associates. ' Q-Krazan_ &As sO C1 ATE S, INC. we • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/26/2007 FIELD REPORT NO.: 6316DFR062607 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Jackie S. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 84 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile cap and grade beams N25-28.5, 28.5/A -C, 24.9/L.3 -25.1/L.6.1 25/L.4 -24/M revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders reference report # 6316CR062607-1 and 6316CR062607-2 for test data. 4) Performed visual inspection of base plate grout line B/9.3-12, 8.315, 6, 61D.4, 6/E.5, 7/F.3, 7/E, 8/F.: Verified grout space to be free of dirt and debris prior to placement. 5) Sampled grout and cast 1 set of 3 2x2 cubes reference report #6316CR062607-3 for test data. 6) Performed visual inspection of Pile reinforcing steel piles 673, 674, 675, 677 revealed resteel to be Complete per plans and specs. 7) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR062607-4 for Test data. EquipmentlAsset Number(s): To the best of my knowledge, the above WAS 0 I WAS NOT El performed In accordance with the approved plans, specifications, and Superintendent/Representative: Technician: George Naill Offices Serving the Western United States ements. Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. «Krazan &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUC11ON TESTING AND INSPECTION DATE: 06-26-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062607-1 CONTRACTOR: PERMIT NO: INSPECTOR: MI SC: Baley Construction D06-245 G. Neill WEATHER: Partly Sunny TEMP: 64 F n STRUCTURAL STEEL n FIELD/SHOP WELDING n V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-I/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tf=top ir�F�,�]7 flange. i Bf=bottom flame. Wb=web. 1 w N.S.E.W.xompass I � 1 directions. t=top. Bottom. TB&B(=top DATA DESCRIBED IN AWS 0.1.1 and bottom flange. DISCONTINUITY INFO REFERENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wall Level 3 Full pen cantilever beams PCMK / Grid tine O a DEFECT LEVEL Ai rc Z p F ii Li F ci SOUND PATH (ANGULAM DISTANCE) . DEPTH FROM SURFACE' A' bESTANCE FROM WELD CENTER DISTANCE FROM WELD END "r Pile # 683 1 x 70 1-2 67 Pile # 784 1 x 70 14 67 Pile # 685 1 x _ 70 12 67 Pile # 717 1 x 70 142 67 Pile # 718 1 x 70 14 67 Pile # 735 Splice 2 1 x 70 14 67 Site stock splices 108-117 9 X 70 142 67 Site stock splices 118-120 3 X 70 13 67 B.3/6 N, S. face TF 2 X 70 14 67 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 20 EQUIPMENT/ASSET NUMBER(S): Transducer Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 20 ASTM Test Method: A587 Frequen • Hz • •+fi',TL�' WAS NOT performed in accordance with the approved plans. specifications, and To the best of my knowledge, the Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave.,Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408) 271-2200 Technician: George Nail 226 N. Sherman. Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144' Ave NE #F-300, Woodinville, WA 98072 ulrements. • (909)549-1188 • (253) 939-2500 • (360)598-2126 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25105 1/20105 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in way format without the written permission or the client and 1Cman & Associates. I(razan &ASSOCIATES, IN C. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062507 DATE: 06-26-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Naill LOCATION: South Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. El STRUCTURAL STEEL WEATHER: Sunny Temp: 73 F X FIELD 1 SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of fit up full pen cantilever beams level 3 Location. Piles 683, 684, 685, 717, 718, 2"tl splice 735 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16" W 5116' 318' Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 683-685, 717, 718, 2nd splice 735 And Level 3 full pen cantilever beams revealed no relevant indications noted reference report # 6316NDE062607-1 for test data and locations. Level 2,3 deck welding in process. Equipment/Asset Number(s): ASTM Test #: To the best of my knovfedge, thea AS NOT performed in accordance with the approved plans, specifications, and reguiat� i ents. Technician: George Naill Superintendent/Representative: 05104 Wolding inspection Repon.doc The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written pamissioa o n1 ffective Date: 525105 client and Krum & Associates. an&ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-27-07 WELDING INSPECTION REPORT NO.: 6316SS062707 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. item(s) inspected: JURISDICTION: City of Tukwila WEATHER: Partyly Sunny Temp: 73 F MATERIAL ID X U.T. M.T. P.T. Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of fit up full pen cantilever beams level 3 Anchor Bolts Location: Piles 683, 684, 685, 717, 718, 2np splice 735 B -E15-12 X Weider qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16` %" 5/16" 3/8" Other: Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 720, 721, 719, 692, 693, 694, 695 And Level 3 full pen cantilever beams revealed no relevant indications noted reference report # 6316NDE062707-1 for test data and locations. Level 2,3 deck welding in process. Anchor Tightened per plans and RCSC Rev. 2000 Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a Superintendent/Representative: AS NOT performed in accordance with the approved plans, specifications, and regu Technician: George Nail OS MS Welding Inspection Report -doe ' Revision I Effective Date: 3f25i05 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 ad Krazan & Associates. SKr azan 8tASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-27-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062707-1 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Neill MISC: WEATHER: Partly Sunny TEMP: 70 F X STRUCTURAL STEEL n FIELD/SHOP WELDING n V.T. OTHER MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS MA-I/Other D1.1-1fTable 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tf=top e QUANTITY OF WELDS 11' II"�� Bf=bottom flang,e. Wb web. N.S.E.W.=compass directions. t=top. Bottom. T&Bf=top DATA DESCRIBED IN AWS D.]_i and bottom flange. DISCONTINUITY INFO g Full pen pipe pile splices .375 to .375 and .375 to .500 wall Level 3 Full pen cantilever beams PCMK r Grid una A DEFECT LEVEL tu IC. ATTENUATION FACTOR F 8 SOUND PATH (ANGUI.AN DISTANCE) DEPTH FROM SURFACE A' 1ISTANCE FROM WELD CENTER X. DISTANCE FROM WELD END "Y' Pile # 721 1 x 70 1-2 67 Pile # 720 1 x 70 1-2 67 Pile # 719 1 x 70 1-2 67 Pile # 692 1 x 70 1-2 67 Pile # 693 1 x 70 14 67 Pile # 694 1 . x 70 14 67 Pile # 695 1 x 70 1-2 67 Site stock splices 121-130 9 X 70 1-2 67 Site stock splices 131-133 3 X 70 1-2 67 B.3/9 N, S Face T&bf 4 X 70 14 67 8.315 N, S Face BF 2 x 70 1-2 67 Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 25 EQUIPMENT/ASSET NUMBER S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 25 ASTM Test Method: A587 Frequency: 2.2 MHz To the best of my knowledge, the aAS NOT performed in accordance with the approved plans, specifications, and regulato Superintendent/Representative: Technician: George Na' 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., #8G, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209) 572-2200 • (408)271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulabo, WA 98370 19501 144" Ave NE #F-300, Woodinville, WA 98072 • (909)549-1188 • (253) 939-2500 + (360) 598-2126 • (425)485-5519 05105 UT Report Rev.!! Effective 5(25/05 1/20105 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced to any format without the Witten permission of the clime and Krszan & Associates. R � 7an- '� Cl/l &ASSOCIATES,INC. we • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/27/2007 , FIELD REPORT NO.: 6316DFR062707 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Naill / Jackie S. LOCATION: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Partly Sunny TEMP: 60 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Slab on Grade column pour back grids B/9-12, B.3/5-6, F.1/8, C/12, C111, C.3/9.3, C.3/10, 8.317, B.3/8, C17, C/8, C.316 and grade beams M/23-24, M.8/23 -M/24 Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report #6316CR062707-1 for Test data. 4) Performed visual inspection of pile reinforcing steel piles 732, 733, 734, 645, 688 revealed resteel tc Be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR062707-2 for Test data. Epoxy Dowels 1) Performed epoxy anchor inspection per RFI 672R1 at grid 11.1/M.3 verified hole prep and cleanout Embedment depth and use of Hilti RE 500 epoxy per RFI. 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 Offices Serving the Western United States quireme. 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. Coa=1Kr aZan &ASSOCIATES,INC. wC • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR062907 DATE: 06/28/2007 CONTRACTOR: Batey Construction PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. PERMIT NO: INSPECTOR: D06-245 G. Nail! / B.Thompson JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy/Rain TEMP: 65 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile reinforcing steel piles 691,692,693,694 revealed resteel To be complete per plans and specs. 31 -Sampled concrete and cast 1 set of (4) 4x8 Test cylinders reference report #6316CR062907-2 For test data. 4) Performed visual inspection of Base plate Grout G/6, H/6, J16, G.3/7.6, G.9.7.6, H/7.6, J/7.6, G.519, H/9, J/9, G.8/10, H/10, J/10, 111G.9, G.10112, J/12, J.8112, J.8/11 verified grout placement areas To be free of debris prior to grouting. 5) Sampled grout and cast 1 set of 3 2x2 cubes for testing reference report # 6316CR062907-1 Test data. Equipment/Asset Number(s): To the best of my knowledge, the above WAS ®I WAS NOT 0 performed In accordance with the approved p ars, specifications. a Superintendent/Representative: Technician: George Nail Offices Serving the Western United State requiremilS. 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(Iaz11i &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062807 DATE: 0648-47 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Nail! / J. Bland LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. A WEATHER: Cloudy Temp: 70 F x STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: .01.1.111 Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of fit up full pen cantilever beams level 3 Anchor Bolts, Brace Frame welding B.315-6, B/9.3-12 level 1-2 Location: Piles 647, 714, 734A, 2"0 splice 646 E -J/5-12 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E7 -1t Process: X X SMAW FCAW GMAW SAW Other: Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/78" c/<" 5/16" 3/8" Other: Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 647, 714, 734A, 2nd splice 646 And Level 3 full pen cantilever beams revealed no relevant indications noted reference report # 6316NDE062807-1 for test data and locations. Level 2,3 deck welding in process. Anchor Tightened per plans and RCSC Rev. 2000 Brace frame welding found to be complete for size and length and Visually acceptable per AWS D1.1-2006 Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abov/ WAS NOT performed In accordance with the approved plans, specifications, an Superintendent/Representative: Technician: George N uirem 03104 Welding Inspection Report.doc The information provided on this repos is prepared for the eulusive use of the client. This report may not be reproduced in any format without the written Revision 1 Effective Date: sauna n of the client and Krazan & Associates. s► iKrazaii &ASSOCIATE S, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-28-07 PROJECT #: 066-06316 PROJECT: Westfield Mali Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062807-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Cloudy 1 Rain TEMP: 70 F f ] STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING f1 V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwgldetaii CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tfrtop Q I Range. rn i Elf=bottom i flange. i Wb --web. t2 i N.S.E.W.=compass 1 directions. t=top. Bottom. T8413(.. DATA DESCRIBED IN AWS 0.1.1 -top and bottom flange. DISCONTINUITY INFO - RENCE REPORT NO. Full pen pipe pile splices .375 to .375 and .375 to .500 wail Level 3 Full pen cantilever beams PCMK 1 Grid Une c7 Y D. DEFECT RATING SOUND PATH (ANGULAN DISTANCE) DEPTH FROM SURFACE'A' ISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END -r Pile # 646 Splice 1 x 70 1-2 67 Pile # 647 1 x 70 1-2 67 Pile # 714 1 x 70 1-2 67 Pile # 734A 1 x 70 12 67 J Site stock splices 134-137 4 X 70 1-2 67 B.3/10 N, S Face TF 2 X 70 1t 67 B.3/12 N, S Face TBBF 4 x 70 W 17 1 L r r Ultrasonic Test (UT) Equipment Make: USN 58L CONFORMANCE OF WORK SN 013K1L I QTY Conforming Welds: 14 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01 MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 14 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the abovl WAS NOT performed in accordance with the approved plans, specifications, a tory requiremer(G Technician: George Nai Superintendent/Representative: 215 West Dakota Avenue, Clovis, CA 93612 • (539) 348-2200 22614. Sherman, Ste. A, Corona, CA 8 • (909) 549-1188 4231 Faster Ave., Bakersfield, CA 93308 • (661) 633-2200 922 Valley ave_ N.W. Suite 101 Bug, Wa. 98371 • (253) 939-2500 1025 Lone Palm Ave., #8G, Modesto. CA 95351 • (209) 572-2200 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 • (360) 598-2126 545 Parrott St. San Jose, CA 95112 • (408) 271-2200 19501 14.0 Ave NE #F-300, Woodinville, WA 98072 • (425) 485-5519 05105 UT Report Rev. 1 Effective 5/25/05 1/20/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any turmat widow the written permission of the client and Ktaran & Associates. azari B�ASSOCIATES,INC. we + ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06/28/2007 PROJECT #: 066-06316 PROJECT: Westfield South Center Expansion LOCATION: Soth Center Mall KRAZAN PROJECT MANAGER: K.E.G. FIELD REPORT NO.: 6316DFR062807 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Naill / JURISDICTION: City of Tukwila WEATHER: Mostly Cloudy TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of Pile caps 26/C:3, 2610.9, 26/D.1, 271C.3, 27/C.9, 27/D.6, 27/G, Revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 sets of (4) 4x8 test cylinders reference report # 6316CR062807-1 For test data. 4) Performed visual inspection of Pile reinforcing steel piles 683, 684, 685, 686, 687 revealed resteel To be complete per plans and specs. 5) Sampled concrete and cast 1 set of (4) 4x8 Test cylinders reference report #6316CR062607-2 For test data. 6) Performed visual inspection of epoxy dowels along grid line 31 per SK060607 verified hole prep anc Cleanout verified embedment depth and use of Hilti RE 500 epoxy for wet holes. 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, a SuperintendentlRepresentative: Technician: George Nail! Offices Serving the Western United States uirtme. 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. azL L L &ASSOCIATE S,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS062 07 DATE: 06-21-07 CONTRACTOR: Baley Construction PROJECT #: 066-06316 PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill / J. Bland LOCATION: South Center Mail JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. EI STRUCTURAL STEEL WEATHER: Cloudy Temp: 70 F X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) Inspected: Visual inspection of fit -up full pen splices pipe pile splices Visual inspection of fit up full pen cantilever beams level 3 Deck welding and nelson studs 5 -12/B -E Location: Piles 708, 709, 710, 711, 715, 716 X Welder qualification/certification verified for Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filter Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other: Weld Size X 3116' %" 5/16" _ 318" Other. Codes: X X X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 710, 711, 715, 716, 708, 709 And Level 3 full pen cantilever beams revealed no relevant indications noted reference report # 6316NDE062907-1 for test data and locations. Level 2,3 deck welding in process. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the abov A ! WAS NOT performed in accordance with the approved plans, specifications, and regul SuperintendenuRepresentative: Technician: George Naill 05104 Welding Inspection Report..doe E ffectao 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive the of the client. This report may not be reproduced m any format without the written permission of the client end Kraut & Associates. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE062907-1 CONTRACTOR: Baley Construction PERMIT NO: 006-245 INSPECTOR: G. Neill MISC: WEATHER: Cloudy 1 Rain TEMP: 70 F I<r2LZ1I1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-29-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall KRAZAN PROJECT MANAGER: K.E.G. Sank. . _.. __3 n STRUCTURAL STEEL OTHER n FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-1/Other D1.1-1/Table 6 Type 1 or DSC Material Alloy Material Thickness Ref. Dwg/detail CIS Weld Joint Process CJP Standard No. AWS Xx Various Weld FCAW Calibration Standard IIW xx Ns=near side. fs=far side. Tf=top flange. Bf=bottom fla . e. Wb=web. N.S.E.W.=compass directions. t=top. Bottom. TABf=top and bottom flange. Full pen pipe pile splices .375 to .375 and .375 to .500 wall Level 3 Full pen cantilever beams PCMtt:1 Grid Une Q t a i PROCEDURE LEGEND i ufl co DATA DESCRIBED IN AWS 0.1.1 DISCONTINUITY INFO REFERENCE REPORT NO, A. DEFECT LEVEL B, REFERENCE LEVEL C. ATTENUATION FACTOR D. DEFECT RATING SOUND PATH (ANGULAR DISTANCE) DEPTH FROM SURFACE'A DISTANCE FROM WELD CENTER "x DISTANCE FROM WELD END 'V' Pile #711 1 x 70 1-2 67 Pile # 710 1 x 70 1-2 67 Pile # 708 1 x 70 1-2 67 Pile # 716 1 x 70 1-2 67 Pile # 715 1 X 70 1-2 67 Pile # 709 1 X 70 12 67 B.3/11 N, S Face T&BF 4 X 70 12 67 B.3110 N, S Face BF 2 x 70 14 67 _ L Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 12 EQUIPMENT/ASSET NUMBER(S): Transducer Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant Sonotrace Grade 30 QTY Examined Welds: 12 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the above / .81 WAS NOT perfomred in accordance with the approved plans. specification Superintendent/Representative: Technician: George Nail. 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield, CA 93308 1025 Lone Palm Ave., NG, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559) 348-2200 • (661)633-2200 • (209)572-2200 • (408) 271-2200 226 N. Sherman. Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, Wa. 98371 20714 State Hwy 305 NE, Ste 3C, Poulsbo, WA 98370 19501 144a Ave NE NF -300, Woodinville, WA 98072 equiremt@, • (909)549-1188 • (253) 939-2500 • (360) 598-2126 • (425)485-5519 05105 Ur Report Rev. 1 Effective 5125/05 1/20/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kristin & Associates. !I(.razai1 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-30-07 PROJECT #: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. ULTRASONIC EXAMINATION REPORT NO.: 6316NDE0630-1 CONTRACTOR: Baley Construction PERMIT NO: D06-245 INSPECTOR: G. Nail! MISC: WEATHER: Sunny TEMP: 70 F n STRUCTURAL STEEL OTHER F FIELD/SHOP WELDING n V.T. n MATERIAL ID ULTRASONIC EXAMINATION REPORT Specification No. AWS D1.1-110ther Material Alloy CIS Weld Joint CJP Standard No. AWS D1.1-1/Table 6 Xx Material Thickness Various Weld Process FCAW Calibration Standard IIW Type 1 or DSC xx Ref. Dwgldetail Ns=near side, fs=far side. Tf=top flange. Bf=bottom lama. Wb=web. N.S.E.W.=compass directions. MT. Bottom. TBBf=top and bottom flange. Full pert pipe pile splices .375 to QUANTITY OF WELDS DATA DESCRIBED IN AWS D.1.1 DISCONTINUITY INFO HENCE REPORT NO. .375 and .375 to .500 wall Level 3 Fult pen cantilever beams PCMK 1 Grid Line C i IA 1 N -i SOUND PATH (ANGULAN DISTANCE) DEPTH FROM SURFACE 'W DISTANCE FROM WELD CENTER 'X' DISTANCE FROM WELD END'Y' 9 d Aii ci a Pile # 712 1 x 70 1.2 67 Pile # 676 1 x 70 1-2 67 =Ultrasonic Test (UT) Equipment Make: USN 58L SN 013K1L CONFORMANCE OF WORK QTY Conforming Welds: 2 EQUIPMENT/ASSET NUMBER(S): Transducer. Size .750x.750 SN 01MM35 QTY Nonconforming Welds: 0 Couplant: Sonotrace Grade 30 QTY Examined Welds: 2 ASTM Test Method: A587 Frequency: 2.25 MHz To the best of my knowledge, the a Superintendent/Representative: .44110 WAS NOT performed in accordance with the approved plans, specifications, and r Technician: George Nail! 215 West Dakota Avenue, Clovis, CA 93612 4231 Foster Ave., Bakersfield CA 93308 1025 Lone Palm Ave., NG, Modesto, CA 95351 545 Parrott St. San Jose, CA 95112 • (559)348-2200 • (661) 633-2200 • (209) 572-2200 • (408) 271-2200 226 N. Sherman, Ste. A, Corona, CA 9288 922 Valley ave. N.W. Suite 101 Puyallup, W. ' 8371 20714 State Hwy 305 NE, Ste 3C, Pouts ., A 98370 19501 1446 Ave NE ifF-300, Woodinville, WA 98072 uiremer1 4 • (909) 549-1188 • (253)939-2500 • (360) 598-2126 • (425)485-5519 05105 UT Report Rev. 1 Effective 525/05 1120/05 Tae information provided on din report is prepared for the exclusive use of the client. This report may not be reproduced in any Fermat without the written permission of the client and KCrvan & Associates. w 8 d 44 at n 2 v Action Taken a ° 0 Z, co f4 0 O .0 9 �] Yes ❑ No 121 Install Per Plans & Specs ® Submit RFI ❑ No. Repair ® Owner Approval Required Field Cut and Welded 3/8" weld With out continuous weld inspection and undersized due to gapping NCR1212 M W z (_i 0 z W ti 0 z N 0 z O -0 L11 j P. azv ❑NDN M d e+1 dt N 4 ,r z O 0 v 4) co E0 a o rn °, at is:. a eQ CCI ONES Bast plate anchor was cut off 1) 01 ti z ro 0 vs Action Taken Action Required 0 0 z P ® Install Per Plans & Specs ® Submit RFI ❑ No. Repair ® Owner Approval Required Gouged out 5 inch long section of weld gusset to base plate N. IN 9 N ,.O z d 0 z !4. 01B ti j9 IR t 00 Vi 4 V • 1:1 713,41014A mi vo0g•a A888e04a O N1/46 z N 0 z p 0 0 z 0 w Aazo 0000 y a S04 V S. cnzo 0000 amt.]. &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 06-30-07 PROJECT #: 066-06316 WELDING INSPECTION REPORT NO.: 6316SS063007 CONTRACTOR: Batey Construction PERMIT NO: D06-245 PROJECT: Westfield Mall Expansion INSPECTOR: G. Neill LOCATION: South Center Mali KRAZAN PROJECT MANAGER: K.E.G. JURISDICTION: City of Tukwila WEATHER: Sunny Temp: 70 F STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID X U.T. M.T. P.T. Item(s) inspected: Visual inspection of fit -up full pen pipe pile splices Location: Piles 712, 676 X Welder qualification/certification verified for. Previously verified. X Position: X X FLAT VERTICAL HORIZONTAL OVERHEAD X Filler. Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X 3/16" 'A 5/16" 316" Other. Codes: X X X AWS A1SC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006. Performed Ultrasonic examination of full pen splices of Pipe Pile #'s 712, 676 -with no relevant indications Noted reference report # 6316NDE063007-1 for test data. Equipment/Asset Number(s): ASTM Test #: To the best of my kno sledge, the above 01WAS NOT performed in accordance with the approved pians, specifications, and fequiremetai Superintendent/Representative: Technician: George Naill Revision 1 05104 Welding Inspection Report:doc Effective sate: 5/25 /05 The information provided on this repots is prepared for the cxcluive use of the client This repots may not be reproduced is any format without the written permission of the client and Kranan & Associates. CiKrazan._ .AssoclATss, INc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION FIELD REPORT NO.: 6316DFR070207 DATE: 07/02/2007 CONTRACTOR: Baley Construction PROJECT it. 066-06316 PERMIT NO: D06-245 PROJECT: Westfield South Center Expansion INSPECTOR: G. Neill / Jackie S. / Mike A. LOCAnoN: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER: K.E.G. WEATHER: Sunny TEMP: 70 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of reinforcing steel southeast loading dock wails and pile caps B/26, B/27, 27/E.12 28/B -G revealed resteel to be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 6316CR070207-3 for Test data. 4) Performed visual inspection of Pile reinforcing steel piles 708, 709, 715, 716, 717, 718, 720, 734A, 735 Revealed resteel to be complete per plans and specs. 5) Sampled concrete and cast 2 sets of (4) 4x8 test cylinders for testing reference CR#'s 24078 & 24079 for test data. Equipment/Asset Number(s): To the best of rtry knowledge. the above WAS ® / WAS NOT ❑ performed In accordance with Ihe approved plans, specifications, and Su Technician: George Nail) Vices Serving the Western United States Form t501 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 fonnat without the written permission of the client and Krszan & Associates. • 1IKrazui &ASSOCIATES, INC. GE0OTECMNICAI. ENGINEERING • ENVIRONMENTAL. ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS070207 DATE: 07-02-07 CONTRACTOR: Galey Construction PROJECT Ile 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Nail! LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny Temp: 75 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Beam to beam, beam to column welded and bolted connections Brace Frame welding brace to gusset and gusset to column Location: B -E/5-12 Level 2 Framing 7.6/G.3-,1 X Welder qualication/certlficabon verified for. Previously verified. X Position: X X X X FIAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E711 Process: X X SMAW FCAW GMAW SAW Other Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/16' W 5/16' 3/8' Other Codes: X x x X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection of welded and bolted connection revealed welding and bolting to be complete per plans RFI's and RCSC Rev 2000. Marked 3 partial kegs of E70 welding rod with orange paint to identify rod that was found to be out of spec For low hydrogen rod exposure time. Rod is not to be used for structural welding. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above Superintendent/Representative: / WAS NOT performed in accordance with the approved plans, spoons, and regut Technician: George Naill 05104 Welding lopection Repondoe1 Efective Dae: 5nv05 Ths ie(armstion provided as this report a palpated kr dr at elusive use tithe client This report they rot be reproduced is gay Norma without die written permission of the the sod Kmaa & Aseoc ate &ASSOCIATES, INC. GEOTECIiNICAI. ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/0312007 FIELD REPORT NO.: 6316DFR070307 CONTRACTOR: Baley Construction PROJECT: 066-06316 PERMIT NO: 006-245 PROJECT: Westfield South Center Expansion INSPECTOR G. Nail! LOCATION: Soth Center Mali JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny TEMP: 78 F Reinforced Concrete 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of pile reinforcing steel Pile #'s 646, 712, 721, 710 revealed resteel to Be complete per plans and specs. 3) Sampled concrete and cast 1 set of (4) 4x8 test cylinders reference report # 3616CR070307-5 For test data. Equipment/Asset Number(s): To the beat of my knowledge, the above WAS IS 1 WAS NOT 0 performed In scoordence with the approved plans. specifications. Supertntendent/Representative: Technician: George Naill Offices Serving the Western United States Form 1501 r.1 Effective Date: 5-25-05 The information provided on this report is prepared for the exclusive use of the client This report may not be reproduced in any format without the written permission of the client and Kmzan & Associates. I(ra.zui &ASSOCiATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND ENSPECT14N DATE: 07-03-07 PROJECT 0: 066-06316 PROJECT: Westfield Mall Expansion LOCATION: South Center Mall WELDING INSPECTION REPORT NO.: 6316SS070307 CONTRACTOR: Batey Construction PERMIT NO: D06-147 INSPECTOR G. Neill JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.O. WEATHER: Sunny STRUCTURAL STEEL X FIELD rSHOP WELDING Item(s) inspected: X V.T. MATERIAL ID Temp: 75 F U.T. M.T. P.T. Fitup inspection of full pen column splices level 3 Continuous weld inspection for full pen splices and brace tram e 5/8 inch and 1 1/8 inch fillet welds n: B -E/5-12 Level 2 Framing Locatio 7.S1G.3-J X Welder qualification/certification verified for. Previously verified. x Position: x x x x FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size x x X me* Iv 5/16' 318' Other. Codes: X X x X AWS AISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Welding continues at this time as does bolting work progression is in general conformance to plans. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the Superintendent/Representative: NOT performed In accordance with the approved plane. specifications, Technician: George Nail 06104 Welding brpipion Repert.dec dna 1 Effective rim: 3!26106 The inbormadoe prariAcd as this report is ptepced for die secclimira, ,c arise Awe. This leper, may sot be reproduced is gay Swam without the written monsoon of dm diem rad Kruse & Associates irwir-Azikrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 7/3J PROJECT # 0'"dor i/� PROJECT: �� j/Y! ►// l J 4t' t LOCATION: CD�� KRAZAN PROJECT MANAGER: FIELD REPORT NO: 8 0 612 CONTRACTOR: '" a,"4/1 --- JURISDICTION: d'C/ el -761 PERMIT #: DOC,- /V7 INSPECTOR: &arm/ WEATHER: e/y TEMP: ?Arra 4477"Peden die Qv de,4edc 4ffe, 4„ 1E0y 44,074erec4r 161 cont, � A,( eivig eA r 'v'' / rirahoitl ielow, /�lrp Jlr d�'��1ar�ll'C'ta�o 1' dl/%l�ar %f cd 63z/: f. v o4 'y 4 u>�•ymd�ri�. v /YJ ° 44 -IS liF'1�� 3 t© art- at /e4r/ - r �J� oh v c%nr Q e r Q iryri° �1vrr/ol. ,�'vn a�fylrh /ems defriec/ , !/.0AireAVV Jindrer / Q� 4i -'4'h ©1. / 2.6,,, r.rit/ e h ather creAt ecrii (9)44,41 S' Ore c//nckre u1clu di/�emop, Atr L2'/Ic%127/79,e4' /v ,L.afraf "orererteclaer7 Cee rvo,ner44,1 14-23reZ38a &/0 9, 23, Z38rr .4101246:04.9 e� .oie604=0,- Ceovv ri'.e•!/ter cerhe'r+oi in-krwlct c+! 2 /.ln , _Wiled J' EC- v'e ,lam e*tif A9.2.13A Ari rJ7 jp 114 /SCoueu (2 lal e2.-) 1r7c�ir��►, (bit emn : n Seas., Craz (iidv',' 1 .fee /� �c r✓�r� rr� '» .12-1_CW.40, rx .46 Z3 S/3 tea' r 's..r4/1.4.h yr 0C2Ifi-gowseitiltde AtreowfAti le Jerks _ 4./» c e dotv oviol r✓ &Jere/crtedul/t,' 4 w tmn nor)'A, W',vta ,- alieze-e►'o¢ .sir er lG14413112 rd d' ry 7, r,1.Onc�rrl�•�9/a »n ,s:1(/ Lela/ 44-0' 0/ixke/ r el /a►icop10r7,‘ .y esvne -t+e. 1 1 Ile 017,d, Llyptee-ed/Dlawr o ceie/f,044470r1, -74, / 421n b 4154, Equipment/Asset Number(s): To the best of my knowledge, the above l0 WAS NOT performed in accordance with the approved plans, specifications, and regulatory requirems4. Technician: Paeri.tite--44.-, Superintendent/Representative: Serving the Western United States 1501 F1e1d Reportdoc Revision 1 Effoctive Date: 5125/05 The information provided on Rua 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 anent and Krazan & Associates. .1=1<razan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: ri/'S 2L 07 PROJECT #. rZ(t'' CP 43 PROJECT: !.1/,3/ildG( 4 qL LOCATION: q .-el�d KRAZAN PROJECT MANAGER: X E .G - FIELD REPORT NO: 79189 CONTRACTOR: /A� JURISDICTION: /�-4 PERMIT #: Df)(O -- 2A/5- INSPECTOR: A/s INSPECTOR: ( A.147 -1-4:7-4/44e WEATHER: by TEMP: 6 , r A4 ihieds )'f y mfr-xc/t� 7 r�iirni .___T/ zJ /r��v., z-,_ /)/aime piGt . c ik.6.c ge.s./. gyiicd- pme /5Me&_) ,_.i e7i.: . / ;?//i _5 "--- E-.5----0-- !' -2S (r c . as /du eh aidA .uo - f* Act.:, -y, 1, / //d a.S /Li2 e ,r -f jti .� /�pei4fg- 1 (l /z/ FloifWotl -- yIB e aWsco -ayam. 5 "pe Equipment/Asset Number(s): To the best of my knowledge, the Superintendent/Representative: NOT performed In accordance with the approved plans, spec' 1501 Field Reparrdoc Tech e and regulatory requiremt. Serving the Western United States Revision I Effective Date: 5/2505 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraaan & Associates. =gin 2e`u1. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: r1/S/205-7 PROJECT #: i fl -fit 3! PROJECT: d _' t / 11/ LOCATION: KRAZAN PROJECT MANAGER. CONTRACTOR: JURISDICTION: PERMIT #: 1)6 FIELD REPORT NO: 79194 INSPECTOR: WEATHER: �Yy d TEMP:rief Laie �/_ ardS a G////mss to re A X /lPD(J -A .4-- /lc 113 370 4,0ei 44 etry hips % 4 / 2 - 78 E./t0/7_ 1 (2.(/2`3' a9/29.9, // e, abz 0/v. ai4( ° �.s - f LJ«c 7e-u.Gk ,iI� -t � /dam / ( s /yl rYl4�� Wtbrr er. -,? (es 1.r h .sr� riG .5 ri * -I,�/ . _� COX zz�� Equipment/Asset Number(s): To the best of my knowledge, the Superintendent/Representafve: AS NOT performed In accordance with the oved plans, specifications. and regulatory requiremelilt Tech . Serving the Western United States 1501 Field Reporrdac Revieian 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 form[ without the written permission of the client and Krazcn & Associates. I(i'azaii &ASSOCIATES,INC. GEGIECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07-05-07 WELDING INSPECTION REPORT NO.: 631688070507 -2 CONTRACTOR: Baley Construction PROJECT t 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mall Expansion INSPECTOR G. Neill LOCATION: South Center Mall KRAZAN PROJECT MANAGER K.E.G. JURISDICTION: City of Tukwila WEATHER Sunny Temp: 75 F STRUCTURAL STEEL X FIELD 1 SHOP WELDING Item(s) inspected: X V.T. MATERIAL ID U.T. M.T. P.T. Location: X Welder qualification/certification verified for Previously verified. X Position: FLAT VERTICAL HORIZONTAL OVERHEAD F51er Metal: E71t Process: X SMAW FCAW GMAW SAW Other. Weld Type: X FIU.ET C.P. P.P. PLUG Other. Weld Size X 3/16' 34" 5/16" 3/8" Other. Codes: X AWS AISC IBC ASME Other NOTES X DISCREPANCIES % COMPLETE This report is intended to clear previously reported items as non -conforming and report them as now in Conformance: 1) Discrepancy log item # 2 field cut flange end with no radius cope NCR # 1212. the flame cutting was Ground smooth and a radius created. 2) Discrepancy log item # 4 welding of deck with unapproved rod report # 6316SS061107-1 rod was Resubmitted and approved by the EOR on RFI # 896. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the a WAS NOT perhxmed In accordance with the approved plans, specifications. and regulato S : Technician: George Nall os1W Weldingfrpenica Reporadoc Effectia Date: 5/290S The itffiotm.ion provided ea this tepee la proceed For the ant sive rue ado dk L This report way on be reproduced in aey threat without the einem perennial of the client and Kranz a Aasoeiatex 1 3$ zzu i t kik ti 0 El install Per Plans & Specs ® Submit RFI 0 No. Repair ►�� Owner Approval Required Field Cut and Welded 318" weld With out continuous weld inspection and undersized due to gapping NCR1212 8.5 Level 2 M w 4 3 , 0 07 011 OO DO I. 00 ie;?' Ts N 0 0 0 m 141 DODO 4 z r O z Approved RFI # 896 4 z ab..41 .1,2z DODO 0) of Krazan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION WELDING INSPECTION REPORT NO.: 6316SS070507 DATE: 07-05-07 CONTRACTOR: Galey Construction PROJECT: 066-06316 PERMIT NO: D06-147 PROJECT: Westfield Mali Expansion INSPECTOR G. Nails LOCATION: South Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER: Sunny Temp: 75 F xI STRUCTURAL STEEL X FIELD / SHOP WELDING X V.T. MATERIAL ID U.T. M.T. P.T. Item(s) inspected: Fitup inspection of full pen column splices level 3 Continuous weld inspection for full pen splices and brace frame 5/8 inch and 1 1/8 inch fillet welds Gusset to column and beam level 3 tion: Gussets D.4/6, E/6, C/7, C/8, 11/C S./E. Face 11/D, 121D Loca Level 2-3 brace frame diagonal brace welds B/9.3-11, B.3/5-6 X Welder qualification/certification verified for Previously verified. X Position: X x x x FLAT VERTICAL HORIZONTAL OVERHEAD X Filler Metal: E71t Process: X X SMAW FCAW GMAW SAW Other. Weld Type: X X FILLET C.P. P.P. PLUG Other. Weld Size X X X 3/18 W 5/16' 3/8' Other. Codes: X X X X AWS RISC IBC ASME Other X NOTES DISCREPANCIES % COMPLETE Visual inspection revealed welding to be complete per plans and AWS D1.1-2006 In other areas of the building welding continues at this time as does bolting work progression is in genera! Conformance to project plans and specs. Equipment/Asset Number(s): ASTM Test #: To the best of my knowledge, the above Jrl111AS NOT performed in accordance with the approved plans, specifications, and re9vlat Superintendent/Representative: Technician: George Naill 05104 Wetdin %sPecaen Repal.doc The ittanmrlou provided on this molt is towered 16r die aiduaive use oribs died. This opal may act be reproduced in ray trema without the written coin Date: &WO'S &sot and Kraane4 Antociaten I<r21.Z2II1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 07/05/2007 PROJECT t 066-06316 PROJECT: Westfield South Center Expansion FIELD REPORT NO.: 6316DFR070507 CONTRACTOR: Batey Construction PERMIT NO: D06-245 INSPECTOR G. Nail! I.oCAnoN: Soth Center Mall JURISDICTION: City of Tukwila KRAZAN PROJECT MANAGER K.E.G. WEATHER _ Sunny TEMP: 78 F Reinforcing Steel 1) Met with the contractor to verify inspection and review plans. 2) Performed visual inspection of S.O.G. reinforcing steel grid E.5 -J/18-25 revealed resteel to be Completeper plans and specs. 3) performed visual inspection of elevator pit slab and beams grid J.13/21.3 and pile caps reinforcing Steel J.8127, J.8/28, E.10/29, C.6/29, G.9/29.9, F/30, G/30, revealed resteel to be complete per Plans and specs. Equipment/Asset Number(s): To the best of my knowledge. the above WAS ® /WAS NOT 0 performed it accordance with the approved plans, specifications. and SuperintendenURepresentative: Tedinidan: George Nail Offices Serving the Western United States Form 1501 r.t Effective Date: 5-25-05 The information provided on this report is prepared for die 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 June 29, 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 Mali Expansion SEATTLE, WASHINGTON Dear Mr. Bums, RECEIVED t�UL' 18 2001 CVE DEVELOPMENT Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Kathryn E. Go n Project Manager Puyallup Division SHH/pm CC: Westfield Corporation, Inc., Attn: Mikk Sepp ANF & Assoc. Bayley Construction, Inc. City of Tukwila SAK, Attn: Jayson Johnson — BREAKS ONLY (pdf) Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 06316 break Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070901 Pour Date Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Jurisdiction City of Tukwila 5/24/2007 Report No. 52407-1 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles Time Truck# 13:00 69 CYLINDER REPORT Ticket # 186016 Plant No. 201 Slump % Air (in.) 5,, Mix Temp. (F) 68 Site Mix Air Temp. (F) 65 Unit Wt (pcf) Placement Area Location Grade beams and pile caps 22 -231F -J.8 Sampled at 3 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052407 Inspector G. Naill Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs.1 1860 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 Water lbs. 279 Air Ent. (oz) Other (oz) Other (oz) Other (oz} Other (oz) Water Added on Job (gals.) Actual Weights 01600 574 1876 1406 270 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure 070901 5/3112007 070901 6/21/2007 070901 6/21/2007 070901 070901 070901 070901 070901 Remarks Results Reviewed By /T'6 Design Strength 4,000 @ 28 days Age Dim. Area C.F. 7 4x8 12.55 0.0 28 4x8 12.54 0.0 28 4x8 12.54 0.0 H 4x8 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 51100 67300 69520 Comp. Str. (psi) 4,070 5.370 5.090 Date Reviewed Date Specimens Rec'd. Tested Break Set# By Type 1 TN N/A 1 TN N/A 1 TN N/A 1 3: Cone & Shear 4: Shear Form 03101 Revision 3 Elms. Pis W1Z1O 71m inlorrneition pwldd on Ns report le Repined for Me «clow. w• of tM dint, TNS Import rosy net Ps reproduced in any annaWuxi m. water permission dins client and *nom a Amok Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070902 Pour Date 5/24/2007 Report No. 52407-2 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (F) (pcf) 13:28 747 186022 5-1/4" 63 69 Placement Area Location Grade beams and pile caps 22 -23/F -J.8 Sampled at 60 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 586 F. Ash lbs. C. agg. lbs. 1 1860 1876 C. agg. lbs. 2 C. egg. tbs. 3 Sand lbs. 1420 1417 Water lbs. 279 268 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070902 5/31/2007 7 4x8 12.55 0.0 45650 3,640 2 TN NIA 070902 6/21/2007 28 4x8 12.54 0.0 66230 5,280 2 TN NIA 070902 6/21/2007 28 4x8 12.54 0.0 60490 4,820 2 TN N/A 070902 H 4x8 2 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 070902 070902 070902 070902 Remarks Results Reviewed By 42'6 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fon oslof R.risixi Efraw. Delo 6l77J01 The ed an tli 'pat Y prepared for Mr mask. use of Mr aloft This 'port mry not bo naproduwd h any bond wMhout Mr % Man p.,miu.bn of the dant rel Kion A Mood; Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070903 Pour Date 5/24/2007 Report No. 52407-3 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion 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) 14:30 135 119636 5" 63 71 Placement Area Location Grade beams and pile caps 22 -23/F -J.8 Sampled at 110 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR052407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. Ibs.1 1860 1856 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 268 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (,9ais.) 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 Cy!. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070903 5/31/2007 7 4x8 12.55 0.0 45530 3,630 3 TN NIA 070903 6/21/2007 28 4x8 12.54 0.0 68040 5,430 3 TN NIA 070903 6121/2007 28 4x8 12.54 0.0 63790 5,090 3 TN N/A 070903 H 4x8 3 070903 070903 070903 070903 Remarks Results Reviewed By 77 Date Reviewed Design Strength 4,000 @ 2B days Date Specimens Rec'd. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Farm 03101 Revision 3 Effective ogre 5r12/0e n ',demotion provided on this report Is pied for tls.xckaiv. use of the went. Ti report may not be reproduced In sy format without the welted permission of th. bort .N Krazen & Assoolg ■%. i.LE 11 VL I.00%F .I •OO, III.• Ivv 1 - ivwl .101.1013• IYet 1041.111017 I Vv, P'l4HM.11, ova-LYVv Project No. 066-06316 Cyl. Code 070914 Pour Date 5/29/2007 Report No. 52907-1 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA Client 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) 12:45 135 186153 5" 70 73 Placement Area Location Grade beams and pile caps J.8/18.82-22. Grade beams A/16-19, B/18-19, B/16-17. Escalator pit walls C.3/21, southwest loading dock Sampled at 26 cyds Remarks Placed by boom pump and mechanically consoildated by H/F vibration Please refer to Field Report No.6316DFR052907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 574 F. Ash lbs. C. agg. lbs. 1 1860 1878 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1421 Water tbs. 279 263 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 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. 5/31/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070914 6/5/2007 7 4x8 12.56 0.0 60070 4,780 1 TN N/A 070914 6/26/2007 28 4x8 12.53 0.0 73728 5,880 1 TN N/A 070914 6/26/2007 28 4x8 12.53 0.0 73245 5,850 1 TN N/A 070914 H 4x8 1 070914 070914 070914 070914 Remarks Results Reviewed By 4-"E� Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 00101 n.Kuon 3 EIi.Mn Ode 5/130 The li,wllnrlln worded on this report is papered for to wcM N. u.. of the a.iL This e.pnd my eat I* r.woauaa b wrr foam wlbi the written permission of the dent and Kazan a Assad nrazan & Associates, inc. lain - lain *Veen WYV butte tub, Auburn, VVA libUUL, (Z04) 114y-13UU Project No. 066-06316 Cyl. Code 070919 Pour Date 5/29/2007 Report No. 52907-2 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfeid Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Time Truck# 14:40 74 Ticket # 119689 Mix Air Unit Slump Temp. Temp. Wt. % Air (in.) (F) (F) (pcf) 5" 71 78 Placement Area Location Grade beams and pile caps J.8/18.82-22. Grade beams N16-19, B118-19, B116-17. Escalator pit walls C.3/21, southwest loading dock Sampled at 77 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR052907 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 01600 Cern. lbs. 564 F. Ash lbs. C. agg. lbs. 1 1860 1875 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1423 Water lbs. 279 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 01600 562 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Code Design Strength 4,000 28 days Date Specimens Recd. 5/31/2007 Test Field Date Cure Age Dim. Area C.F. 070919 6/5/2007 7 4x8 12.56 0.0 070919 6/26/2007 28 4x8 12.53 0.0 070919 6/26/2007 28 4x8 12.53 0.0 070919 H 4x8 070919 070919 070919 070919 Remarks Results Reviewed Byz6-6. Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Max. Load 59560 68484 63680 Comp. Str. (psi) 4,740 5,470 5,080 Date Reviewed Set # 2 2 2 2 Tested Break 3: Cone & Shear 4: Shear By TN TN TN Form 03101 RsrAlon a Elf.dIrr Osts 112/ I T. Information prowlded on ris mod k pf+PM+d for tlh. .009 0'u ws of t hs af.M. This welt my nod tis reproduced in sny bomr *Caul Cr %dn.n permission of the dirt end Karan a Assad Type N/A NIA NIA Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming 5: Columnar (Split) •u•,••••w•• v. __._ V•N►VV, ••,M. .n. 1 — aV►.r VN eel CU. V...►w . V4, nM►INa11, •stint 404,1.1 VL, it.MM, a.sa—LJVV ' Project No. 066-06316 Cyl. Code 070941 Pour Date 5/30/2007 Report No. 53007-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:00 76 186261 5" 77 84 Placement Area Location Grade beams 25/A-D.7,24/C-D.7.5,25/D.7-24/D.7.5,D.4/23-25 D/24 -25,C.3123-25 Sampled at 2 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibration Please refer to Field Report No.6316DFR053007 Inspector G. Nail! Reported Batch Data Design Actual Weights weights Mix No. 01600 01600 Com. lbs. 564 559 F. Ash lbs. C. agg. ibs.1 1860 1876 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 263 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 x x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Field Test Methods ASTM C143 ASTM C138 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 070941 6/6/2007 7 4x8 12.56 0.0 48040 3,870 1 TN N/A 070941 6/27/2007 28 4x8 12.57 0.0 68370 5,440 1 TN NIA 070941 6/27/2007 28 4x8 12.57 0.0 67490 5,370 1 TN NIA 070941 H 4x8 1 070941 070941 070941 070941 Remarks Results Reviewed By 9rt ‘ 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 X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Fonn03101 Rawles 9 Effeslise oats 517710/ The ldonnetion plOVkild 011 this import ie prepared for the ecdwioe rose ofd. dent This wart m.y not be reproduced h any tonna *Shout the wiles p«mssion of th. dant nod than 8 Meath Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070931 Pour Date 5/31/2007 Report No. 53107-1 Weather Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction Field Data Concrete Supplier CYLINDER REPORT X Other Miles Plant No. 201 site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 12:04 92 186366 5" 77 68 Placement Area Location Grade beams and pile caps 22 -23/J.8 -M.8. Grade beams A/20 -21,B/20 -22,21/A -B.5 Sampled at 13 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR053107 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1872 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1417 Water lbs. 279 259 Air Ent. (oz) Other (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. 6/4/2007 Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 070931 6/7/2007 7 4x8 12.55 0.0 49070 3,910 1 TN N/A 070931 6/28/2007 28 4x8 12.56 0.0 60630 4,830 1 TN NIA 070931 6/28/2007 28 4x8 12.56 0.0 61650 4,910 1 TN N/A 070931 H 4x8 1 070931 070931 070931 070931 Remarks Results Reviewed By 7(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 X Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Foran 07101 R.vt.wn a E1hdly. Dd. 6r12,14 The Wonnadon !mottled on 3* nowt k Foicoted for the exclusive ue. of the Mot. Ther wort mey not 1,. reproduced In any Wool wIlho ! tM rnMtan p000koin, dMN, dant and Kraxan & Assoc* Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 070932 Pour Date 5/31/2007 Report No. 53107-2 Jurisdiction City of Tukwila Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Sunny Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Alr (in.) (F) (F) (pcf) 12:25 76 186375 5" 77 68 Placement Area Location Grade beams and pile caps 22 -23/J.8 -M.8. Grade beams N20 -21,8120 -22,21/A -B.5 Sampled at 58 cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR053107 Inspector G. Naill alIMIZEMIZIEN Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566 F. Ash lbs. C. agg. Ibs. 1 1860 1892 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1410 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 070932 6/7/2007 070932 6/28/2007 070932 6/28/2007 070932 070932 070932 070932 070932 Remarks Results Reviewed By 4f Design Strength 4,000 @ 28 days Date Specimens Rec'd. 6/4/2007 Field Max. Comp. Tested Break Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.55 0.0 56090 4,470 2 TN N/A 28 4x8 12.56 0.0 67380 5,360 2 TN N/A 28 4x8 12.56 0.0 66620 5,300 2 TN NIA H 4x8 2 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% km 03t01 RarWan 3 Elf ctlq Dia 5/12/01 7M WomnOon piwldsd on Ods hood k pnprsd ler ths aKtlrhe use of 0n cited. This newt soy not ha rapraducad in any tonal without 0r written parnYnyon ofthe dont and Krszan & Assad: Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 070933 Pour Date 5/31/2007 Report No. 53107-3 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 13:10 78 119744 5" 76 78 Placement Area Location Grade beams and pile caps 22 -23/J.8 -M.8. Grade beams N20 -21,B/20-22,21 /A -B.5 Sampled at 111cyds Remarks Placed by boom pump and mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR053107 Inspector G. Nail! nilri Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 566 F. Ash lbs. C. agg. lbs. 1 1860 1856 C. agg. Ibs. 2 C. agg. lbs. 3 Sand lbs. 1420 1418 Water lbs. 279 267 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM 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 070933 6/7/2007 7 4x8 12.55 0.0 50550 4,030 3 TN NIA 070933 6/28/2007 28 4x8 12.56 0.0 63240 5,040 3 TN N/A 070933 6/28/2007 28 4x8 12.56 0.0 65190 5,190 3 TN N/A 070933 H 4x8 3 Design Strength 4,000 @ 28 days Date Specimens Rec'd. 6/4/2007 070933 070933 070933 070933 Remarks Results Reviewed By J'rc-6 Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 00101 Nanalon 3 Effective MO 4112104 The YtorrnetWn rankled on this report Is prepared for the occlusive urn of the alert. This report may not be reproduced In env format wilt oot the olden pnnisslan oft* clot and Kneen & Meas Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071103 Pour Date 6/13/2007 Report No. 61307-2 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 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) 14:15 69 120061 4-1/2" 68 65 Placement Area Location Pile caps and grade brams 21/H -J.8, J120-22, H.5/21-22 Sampled at 5 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061307 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 559 F. Ash lbs. C. agg. lbs.1 1860 1862 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 Water lbs. 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 071103 6/20/2007 7 4x8 12.52 0.0 55300 4,420 2 TN N/A 071103 7/11/2007 28 4x8 2 071103 7/11/2007 28 4x8 2 071103 H 4x8 2 071103 071103 071103 071103 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 08101 Readan MGM, WM 6l12 Tim alannition ptvaded an lbreport Y papered for tlua esidueM use of am Wit. TM* wart may not ha reproduced M any lomat walnut 111. main panniWn of Me oasot end Maw 8 Maxi Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Protect No. 066-06316 Cyl. Code 071133 Pour Date 6/14/2007 Report No. 61407-1 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (9 (F) (pcf) 7:05 75 187123 6-1/4" 66 55 Placement Area Location Slab on gradgA-C/16-18, A -E.5/18-24 Sampled at 6 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail' Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1456 C. agg. lbs. 2 485 480 C. agg. lbs. 3 Sand lbs. 1333 1333 Water lbs. 275 250 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Sir. (psi) Set # By Type 071133 6/21/2007 7 4x8 12.54 0.0 51930 4,140 1 TN N/A 071133 7/12/2007 28 4x8 1 071133 7/12/2007 28 4x8 1 071133 H 4x8 1 071133 071133 071133 071133 Remarks Results Reviewed By J�e Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Farm 03101 wwion 3 Elhtlhs Wt. 6112)04 The Htam.Ibn provided on Ns report is p.puw for the maxim use of the alert. This report may not b. reproduced In any forme without the M en p.md..I.n of Ma d'art and K,.zen 8 Auom me Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071134 Pour Date 6/14/2007 Report No. 61407-2 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Architect Westfield Corporation, Inc. Client Westfield Corp., Inc. Contractor Bayley Construction 111111tMle Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:42 76 187128 5-1/2" 67 56 Placement Area Location Slab on gradeA-C/16-18, A -E.5/18-24 Sampled at 65 cyds Remarks Placed by boom pump mechanically consolidated by H/F Vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COW( Cern. Ibs. 520 516 F. Ash lbs. C. agg. lbs.1 1455 1460 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand lbs. 1333 1321 Water lbs. 275 247 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Recd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071134 6/21/2007 7 4x8 12.54 0.0 48660 3,880 2 TN N/A 071134 7/12/2007 28 4x8 2 071134 7/12/2007 28 4x8 2 071134 H 4x8 2 071134 071134 071134 071134 Remarks Results Reviewed Byy1-Y 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 a Eflective D. 611110. The /demotion prevtded on U,Y report Y prepared for the errdWve ilea of 0u. dent The report nay not be reproduced In any Sonnet wi hout the wren pemeadon of Me dent and Know i AaorL Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071135 Pour Date 6/14/2007 Report No. 61407-3 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:13 88 187134 5" 68 56 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 110 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cern. lbs. 520 524 F. Ash lbs. C. agg. lbs. 1 1455 1468 C. agg. lbs. 2 485 488 C. agg. lbs. 3 Sand lbs. 1333 1334 Water lbs. 275 258 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 © 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.54 0.0 45270 3,610 3 TN N/A 28 4x8 3 28 4x8 3 H 4x8 3 071135 6/21/2007 071135 7/12/2007 071135 7/12/2007 071135 071135 071135 071135 071135 Remarks Results Reviewed By !,-)E6v 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) Perm 03101 11a41ne 3 Effective Oa 611210e YM rdmmrbn provided en Cie report Y prepared for the exclusive 4e of e. client 71Ns nowt may no be repfodooed h eny bevel whwt the wren permission oft the cleat sod Krsun & Atmore Test Results Conforming N on -Conforming I Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071136 Pour Date 6/14/2007 Report No. 61407-4 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Engineer ANF & Assoc. Location Seattle, WA Client Westfield Corp., Inc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 8:40 65 120083 4" 70 57 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 152 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 517 F. Ash Ibs. C. agg. lbs. 1 1455 1450 C. agg. lbs. 2 485 492 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 261 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM 0172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.54 0.0 42760 3,410 4 TN N/A 071136 6/21/2007 071136 7/1212007 071136 7112!2007 071136 071136 071136 071136 071136 Remarks Results Reviewed By / -fe. 28 4x8 28 4x8 H 4x8 Date Reviewed 4 4 4 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% Feint 03101 RerYkn3 Oodles Dile a12V1 Ty i*mvtlon melded on ate wed t le propersd kr VW srrJuke use of Cr dent nal report msy not he reproduced In .y format mahout 0n written p.m*sim, OP* awn end wizen &Assert Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyt. Code 071137 Pour Date 6/14/2007 Report No. 61407-5 Jurisdiction City of Tukwila Permit No. b06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. contractor Bayley Construction Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # 1 Air (in.) (F) (9 (pct) 9:00 747 120091 5" 70 60 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 218 cyds Remarks Placed by boom pump mechanically consolidated by H/F Vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 1 5COVW 15COVW Cam. lbs. 520 519 F. Ash lbs. C. agg. lbs.1 1455 1451 C. agg. tbs. 2 485 485 C. agg. lbs. 3 Sand lbs. 1333 1453 Water lbs. 275 257 Air Ent. (oz) Other(oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 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 071137 6/21/2007 7 4x8 12.54 0.0 47050 3,750 5 TN N/A 071137 7/12/2007 28 4x8 5 071137 7/12/2007 28 4x8 5 071137 H 4x8 5 071137 071137 071137 071137 Remarks Results Reviewed By 4G G 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 +1- 8% Form 08141 Rolston 3 ♦fare Dads 5!17/04 The Yioanstion plodded on Geis report Y prepared for the occlusive use at IM dent This report ney not be reproduo d In any lomat %Moet On ostler. ps,neisslon u the clot Ind Kram & Moon Krazan & Associates, Inc. 1501 -15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Weather Mostly Sunny Cyl. Code 071138 Pour Date 6/14/2007 Report No. 61407-6 Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mal! Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete Supplier X Other Miles Time Truck# Ticket # 9:45 65 120101 CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. % Air (In.) (F) (F) (pcf) 4-1/2" 70 60 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 249 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Nail! Reported Batch Data Design Weights Mix No. 15COVW Cam. lbs. 520 F. Ash lbs. C. agg. lbs. 1 1455 C. agg. lbs. 2 485 C. agg. lbs. 3 Sand lbs. 1333 Water lbs. 275 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Actual Weights 15COVW 519 1450 482 1332 261 0 Field Test Methods x ASTM C143 x ASTM C1064 x ASTM C31 OTHER ASTM C138 ASTM C173 X ASTM C172 ASTM C231 Laboratory Data Cyl. Test Field Code Date Cure Age Dim. 071138 6/21/2007 7 4x8 071138 7/12/2007 28 4x8 071138 7/12/2007 28 4x8 071138 H 4x8 071138 071138 071138 071138 Remarks Results Reviewed By '1 ..476" Design Strength 3,000 @ 28 days Date Specimens Rec'd. Max. Comp. Tested Break Area C.F. Load Str. (psi) Set # By Type 12.54 0.0 53350 4250 6 TN N/A 6 6 6 Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear Measurement Uncertainties: ASTM C-39 +1- 8% Fenn 0310, Revision 1 EffectIve Ode 64210s The ixanr.0an provided on this repel 74 proposed for the exclusive use of the client ills report may not be reproduced In .ny ronn.twithout the ,Wtt.n Lunn .yn of the dent red Kreaan d Asir. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other a Test Results Conforming Non -Conforming 5: Columnar (Split) Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 88002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071138 Pour Date Weather Mostly Sunny Jurisdiction Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. City of Tukwila 6/14/2007 Report No. 61407-7 Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 203 Time Truck# 10:20 18 Ticket # 1 Air 120107 Site Mix Mix Air Slump Temp. Temp. (in.) (F) (F) 6" 71 57 Unit Wt. (pci) Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 303 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Weights Actual Weights Mix No. 15COVW Cent Ibs. 519 F. Ash Ibs. C. agg. lbs, 1 1455 1454 C. agg. lbs. 2 485 484 C. agg. lbs. 3 Sand lbs. 1333 1340 Water lbs. 275 265 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 15COVW 520 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 071138 6/21/2007 071138 7/12/2007 071138 7/12/2007 071138 071138 071138 071138 071138 Remarks Results Reviewed By /r -F6 Test Field Date Cure Codes for Break Types: Design Strength 3,000 G§ 28 days Age Dim. 7 4x8 28 4x8 28 4x8 H 4x8 Date Specimens Rec'd. Max. Comp. Tested Break Area G.F. Load Str. (psi) Set # By Type 12.54 0.0 51120 4,080 7 TN N/A 7 7 7 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +1- 8% Date Reviewed 3: Cone & Shear 4: Shear Pam 03101 Aeulbn 3 Effective 01. envoi Tb. *nrWbn wetted on Ods report i peered fortis srdudre use of the dent. The report may al be reproduced h any bassi i %Relit M. mass permission of the deet sd Krazan d Assad: 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 Cyt. Code 071140 Pour Date 6/14/2007 Report No. 61407-8 Weather Mostly 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 Miles Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 10:50 21 120114 5-1/2" 69 57 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 350 cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cern. lbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1452 C. agg. lbs. 2 485 487 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 264 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @28 days Date Specimens Recd. CyI. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071140 6121/2007 7 4x8 12.54 0.0 43520 3,470 8 TN N/A 071140 7/12/2007 28 4x8 8 071140 7/12/2007 28 4x8 8 071140 H 4x8 8 071140 071140 071140 071140 Remarks Results Reviewed By 4--.4" Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM 01231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Kann 03101 g nrhnlm 8 e lective Ms Sr1V0 The YAommdon prorsled on ttds report is papered for the s ckehm use of Or dent. The resort may not be reproduced In any timid witted Oa written permission of Oa alkyd et* Krezen & Ameock Krazan & Associates, inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071140 Pour Date 6/14/2007 Report Na. 61407-9 Weather Mostly Sunny Jurisdiction City of Tukwila Permit No. D06-245 Project Westfield Mall Expansion Location Seattle, WA client Westfield Corp., Inc. Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Stump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 12:00 136 120114 5-1/2" 70 70 Placement Area Location Slab on grade A -C/16-18, A -E.5/18-24 Sampled at 401cyds Remarks Placed by boom pump mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 inspector G. Naill Reported Batch Data Design Actual Weights Weights Mix No. 15COVW 15COVW Cem. tbs. 520 518 F. Ash lbs. C. agg. lbs. 1 1455 1452 C. agg. lbs. 2 485 487 C. agg. lbs. 3 Sand lbs. 1333 1332 Water lbs. 275 264 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 3,000 @ 28 days Date Specimens Rec'd. Cyi. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 7 4x8 12.54 0.0 54230 4,320 9 TN N/A 28 4x8 9 28 4x8 9 H 4x8 9 071140 6/21/2007 071140 7/12/2007 071140 7/12/2007 071140 071140 071140 071140 071140 Remarks Results Reviewed By lrj!K Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +I- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM 0109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 nwa, a Mote D. 6/12/0t The Mnm.Wnprovided onNomod Ypapered las the .lrlusir.tree wthe dent This report may not b.npmduo.dtn.yband wphCUtMwNGnpantRlonelate tient and Kaman &h..odk Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071142 Pour Date 6/14/2007 Report No. 61407-10 Jurisdiction City of Tukwila Permit No. D06.245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Weather Mostly Sunny Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Field Data 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 19 187138 5-1/4" 74 65 Placement Area Location Beam 20.6/J -J.8, grade beams 24/J-J.6,25/J-J.6,K/18.82-20.3 Sampled at 28 cyds Remarks Placed by boom pump amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061407 Inspector G. Neill Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cem.lbs. 564 562 F. Ash lbs. C. agg. lbs. 1 1860 1860 C. agg. lbs. 2 C. agg. Ibs. 3 Sand lbs. 1420 1418 Water lbs. 279 266 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM C143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyt. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load St. (psi) Set # By Type 071142 6/21/2007 7 4x8 12.54 0.0 45660 3,640 10 TN N/A 071142 7/12/2007 28 4x8 10 071142 7/12/2007 28 4x8 10 071142 H 4x8 10 071142 071142 071142 071142 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% 'OTT 03101 Radian 3 Cin D. 7112/04 The Mmrrnrbn prodded on ter impart is prepared 6r the mxdiwM um. Dram chant. This report may not be nptoduced to any round without a. %talon nV..bn ortlw dant mrd Krum. a A Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071186 Pour Date 6/15/2007 Report No. 61507-1 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 Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 11:05 71 120167 4-3/4" 72 65 Placement Area Location Grade beam M/9.3-10, escalator pit slab 21.8/H.7, elevator pit slab 20.911.4 Sampled at 5 cyds Remarks Placed by boom pump amd mechanically consolidated by H/F vibrator Please refer to Field Report No. 6316DRF061507 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1860 1858 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1420 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 071186 6/22/2007 7 4x8 12.59 0.0 46066 3,660 1 TN N/A 071186 7/13/2007 28 4x8 1 071186 7/13/2007 28 4x8 1 071186 H 4x8 1 071186 071186 071186 071186 Remarks Results Reviewed By %ri-( Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +/- 8% Prom 03101 R.Mdon 3 Walk, NM 6r1433' The i kamallon pmvkl.d on this report le prepared for the eadkWe um of the dent This report may not be reproduced h wry format without Me written pends.bn oft the alert and warm & Maack Krazan & Associates, Inc. 1501 - 15th Street NW Suite 106, Auburn, WA 98002, (253) 939-2500 Project No. 066-06316 Cyl. Code 071178 Pour Date 6/18/2007 Report No. 61807-1 Weather Cloudy Jurisdiction City of Tukwila Permit No. 006-245 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 Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pct) 12:17 19 187346 5" 74 62 Placement Area Location Grade beam H/20-22, 21 /H-G,24/J.8-K,24/L-M Elevator pit wall 20.9/J.4, Escalator pit wall 21.8/H.7 Sampled at 5 cyds Remarks Placed by boom pump and mechanically consolidated by HIF vibrator. Please refer to Field Report No. 6316DRF061807 Inspector G. NallI Reported Batch Data Design Actual Weights Weights Mix No. 01600 01600 Cern. lbs. 564 561 F. Ash Ibs. C. agg. lbs.1 1860 1880 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1420 1411 Water lbs. 279 242 Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM 0138 x ASTM 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 071178 6/25/2007 7 4x8 12.58 0.0 50477 4,010 1 SW NIA 071178 7/16/2007 28 4x8 1 071178 7/16/2007 28 4x8 1 071178 N 4x8 071178 071178 071178 071178 Remarks Results Reviewed By flea.Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Form 03101 R.rt.hn 3 E4.dN. Dr. 61120 The F6rm.fbn provld.d on V* report is Peps for the exclusive u.ei of the cent. TNe report may het M r.prod.,ced h try brunt n16o.d Mounter p.mie bn ofth. dont .nd Knw. & Assoc& I%I COLORS Ii Mi.avvlpLQa, III'. 1J00 1 - IJL11 46.71.1171121. rice IJYILO f U, MLILlUIli, VYM VOVV4, (LJJ) a.7a-LJVV Project No. 066-06316 Cyl. Code '071192 Pour Date 6/19/2007 Report No. 61907-1 Weather Sunny Jurisdiction City of Tukwila Project Westfield Mall Expansion Location Seattle, WA Client Westfield Corp., Inc. Permit No. D06-245 Engineer ANF & Assoc. Architect Westfield Corporation, Inc. Contractor Bayley Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 9:40 20 120222 5" 76 61 Placement Area Location 650,651,652,653,658,659,660,661,678,679,680,681,696, 697,698,699,701,702,000,000,000,000 Sampled at 26 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR061907 Inspector G. Nail1 Reported Batch Data Design Actual Weights Weights Mix No. 15LCD1 15LCD1 Com. lbs. 564 565 F. Ash lbs. C. agg. lbs. 1 '1435 1435 C. agg. lbs. 2 475 476 C. agg. lbs. 3 Sand lbs. 1320 1316 Water lbs. 226 208 Air Ent. (oz) 0.7 0.7 Other (oz) 23 23 Other (oz) 34 33 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. Gyle Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071192 6/26/2007 7 4x8 12.53 0.0 60100 4,800 1 TN NIA 071192 7/17/2007 28 4x8 1 071192 7/17/2007 28 4x8 1 071192 H 4x8 071192 071192 071192 071192 Remarks Results Reviewed Byte Date Reviewed 1 Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C-39 +1- 8% Perm 03101 R.rrip,7 Effective D. 5rurol The ldo..ellorl ploNded on art report r prepared kr are a01CLYiive use d the clef. Thr report row 1101 be reproduced in any format 4ho,A ale written v*t.*s On of Or alma end arson L Meech nrazan a Associates, inc. i Dtn *creel nay ,ulte l uo, Auourn, vvA wauui, (LD3) '.l.se-touu Project No. 066-06316 Weather Sunny Cyl. Code 071191 Pour Date 6/19/2007 Report No. 61907-2 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 Miles CYLINDER REPORT Plant No. 203 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (In.) (F) (F) (pcf) 11:15 20 120228 5" 74 65 Placement Area Location 650,651,652,653,658,659,660,661,678,679,680,681,696, 697,698,699,701,702,000,000,000,000 Sampled at 60 cyds Remarks Placed by chute amd mechanically consolidated by H/F vibrator Please refer to Field Report No.6316DFR061907 Inspector G. Nail! Reported Batch Data Design Actual Weights Weights Mix No. 15LCD1 15LCD1 Cern. lbs. 564 564 F. Ash lbs. C. agg. lbs. 1 1435 1432 C. agg. lbs. 2 475 478 C. agg. lbs. 3 Sand lbs. 1320 1318 Water lbs. 226 208 Air Ent. (oz) 0.7 0.7 Other (oz} 23 23 Other (oz) 34 33 Other (ox) Other (oz) Water Added on Job (gals.) 0 Field Test Methods x ASTM 0143 ASTM C138 x ASTM C1064 ASTM C173 x ASTM C31 X ASTM C172 OTHER ASTM 0231 Laboratory Data Design Strength 4,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 071191 6/26/2007 7 4x8 12.53 0.0 62180 4,960 2 TN NIA 071191 7/17/2007 28 4x8 2 071191 7/17/2007 28 4x8 2 071191 H 4x8 2 071191 071191 071191 071191 Remarks Results Reviewed By A s 4 Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C-39 +/- 8% Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM 0617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non -Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Form 03101 Revision 3 Effective Date 5117/01 The Inlmrnrfon pied 011 this report 4 prepared for the audnwh a uee piths siert This report wely not be reproduced h any famed without the mitten permission of the den end Ku, & Neck