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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-8-16 rp Professional Service Industries.Inc. InfO/7ylLltlOn Podl n .OR Circle,17 Suite 480 /�-�-1 D 6032 N. OR 90217 � � CCB No.176269 i To Build On Phone:(503)289-1778 1 Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-52-:1 Report Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.if a non-compliance appears on this report.to the extent mat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Knife River 21-.3 Ctoo 0 /0 _!le wa Plant Knife River Prestress • 4'X Mix Identification TYPE /� Specified Design Strength(psi) '2000 at age 28 days jJ ll-sett tt ZO/,®zg Details of Sample Date Sampled 5/22/2013 Date Received 5/23/2013 Measured Specified Slump(in) ASTM C 143 General Location 8"cmu wall at GL A at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location 8"cmu wall GL A at 3-3.3 to 2nd course Air Temp(°F) 50 Curing Method 'Two day Field/Laboratory Cure ConcreteTemp(°F) ASTM C 1064 54 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Robed Barron Time Batched Weather Clear Time Sampled 11:00 Est.Wind (mph) NA Yd°Placed Time Placed Est. Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-52-C1\1 05/29/13 7 2.00 4.00 3.14 B 6165 3 1960 0654137-52-C1\2 05/29/13 7 2.00 4.00 3.14 B 6040 3 1920 0654137-52-C1\3 06/19/13 28 2.00 4.17 3.14 B 5800 3 _ 1850 2000 0654137-52-C1\4 06/19/13 28 2.00 4.12 3.14 B 7510 3 2390 2000 Average 28 Day Compressive Strength(psi) 2120 Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654 1 37-52-C1 ©2000-2011 OESTLab by SpecfraOEST.com Page 1 oft } Professional Service Industries,Inc. ��C S • Information 6032 N.Cutter Circle,Suite 480 /j'��-/�7 7—r '/` Build Portland,OR 97217 CCB No.176269 �/ �u 1� On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-171-C1 No: Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may nor be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in fun,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent hat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE f� SPRINGFIELD, OR WILSON HU l L_ Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 2470 N/A Plant Cement 2(Ib) Ashgrove, Grade 100 slag 645 N/A Mix Identification 40NE7C00 Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4 Crushed Rock Delta 4040 1,80 Design Unit Weight(pcf) 142.3 Coarse Agg 2(Ib) 3/4" #4 Crush, Delta 645 2.50 Cement Factor(Sacks/yd') 7.34 Fine Agg (Ib) SAND 5350 3.20 Water-Cement Ratio(Ib/Ib) 0.39 Admix Agg 1 (Ib) BASF AE-90 14.0 N/A Admix Agg 2 (Ib) BASF Pozzolith 80 128.0 N/A Water(gal) Well/Eugene R-Mix, Plant 82.0 N/A Details of Sample Date Sampled 7/3/2013 Date Received Measured Specified Slump(in) 4.75 3—5 General Location Miscellaneous curbs,Interior/Exterior front vestibule curbs Slump w/plasticizer(in) N/A Cart storage knee walls/curb perimeters Sample Location Into•in,hu,nnc,°u4he I flak,and c.°°,°. Air Temp(°F) 86 Curing Method Concrete Temp(°F) ASTM C 1064 80 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 5.00 3.5-6.5 Low Unit Weight(pcf) ASTM C 138 142.1 142.3 Contractor Dynasty Concrete Batch Size(yd') 4.5 Truck No. 65 Ticket No. 3976769 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 11:54 Weather Sunny Time Sampled 12:40 Est.Wind(mph) 0-4mph Yd'Placed 4.5 Time Placed 12:30 Est. Rh(%) 48 Time In Truck(mins) 36 Compressive Strength of Concrete Cylinders - ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-171-C1\1 07/10/13 7 4.01 8.02 12.63 U 57070 3 4520 0654137-171-C1A2 07/31/13 28 U 4000 0654137-171-C1\3 07/31/13 28 U 4000 0654137-171-C1\4 07/31/13 28 U 4000 0654137-171-C1\5 08/28/13 56 U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks I.S:mpling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 Dynasty Concrete Co.,on site to place concrete for the miscellaneous interior and exterior curbs 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined previously mentioned and the column Wills of the Bale and Pallet storage area. Sampled mid-load of truck and performed testing for slump,air entrainment,unit weight,yield and temperature.cast(1)set of(5)4 x 8 cylinders for compressive strength verification testing at 7,28 and 56 days. All concrete placed was hand consolidated and hand finished. Form rto:18970,Report No:CON:0654137-171-C1 ®2000-2011 OESTLab by SpecfraoESTcom Page 1 of 1 Professional Service Industries,Inc. f o Injonnation 6032 N.Cutter Circle,Suite 480 ,..,� Portland,OR 97217 55, ----)0 CCB No. 176269 To Build On Phone (503)289-1778 Engineering•• Consulting •• Testing Fax:(503)289-1918 • Concrete Test Report Report No: CON:0 6541 3 7-1 1 6-C2 - Issue No:' 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and marmots noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH -Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE l J� SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture CA) Supplier Knife River Cement 1 ((b) CalPortland,type I-II 5080 N/A Plant Cement 2 (Ib) Ashgrove, Grade 100 slag 1700 N/A Mix Identification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (Ib) 3/4 Crushed Rock Delta 8890 2.80 Design Unit Weight(pcf) -142.6 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 8840 1.00 Cement Factor(Sacks/yd') 7.26 Fine Agg (Ib) PCC SAND 12370 4.30 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 (Ib) MBAE 90 27.0 N/A Admix Agg 2(Ib) Pozz 80 274.0 N/A Water(gal) Well/Eugene R-Mix, Plant 192.0 N/A Details of Sample Date Sampled 6/12/2013 Date Received 6/14/2013 Measured Specified Slump(in) 4.00 2 To 4 General Location Northwest corner of existing building Slump w/plasticizer(in) N/A Sample Location Bale and Pallet storage area,S.O.G Air Temp(°F) 70 Curing Method One day Field/Laboratory Cure Concrete Temp(5F) ASTM c 1064 68 Field Sample No Field Cure Temp(°F) High 77 Air Content(%) ASTM c 231 - 4.50 3.5 To 6.5 Low 60 Unit Weight(pcf) ASTM C 138 141.4 142.6 Contractor Dynasty Concrete Batch Size(yd') 10 Truck No. 394 Ticket No. 3976254 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 16:01 Weather Cloudy Time Sampled 17:05 Est.Wind(mph) 0-3mph Yd'Placed 34.0 Time Placed 16:47 Est. Rh(%) 60 Time In Truck(mins) 46 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-116-C2\1 06/19/13 7 4,01 8.01 12.63 U 55210 2 4370 0654137-116-C2\2 07/10/13 28 4.01 8.02 12.63 U 80430 2 6370 4000 0654137-116-C2\3 07/10/13 28 4.01 8.02 12.63 U 79095 3 6260 4000 0654137-116-C2\4 07/10/13 28 4.01 8.02 12.63 U 86700 3 6860 4000 0654137-116-C2\5 08/07/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6500 Notes Remarks I Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone&Shear.3= 2.Specimen(s)Prepared to AS1M C 31 C39:Vert cracking/no cones:C1314:Cone 8 Split. 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,D=Combined Dynasty Concrete Co.,on site to place 43 yds of Knife River Mix IDZ 081-7RNE7E00,4000 psi structural concrete for the 6'S.O.G.of the Bale and Pallet storage area. All concrete was consolidated using hand held vibrators and all concrete around the drain was vibrated to assure proper consolidation was achieved,all concrete was broom finshined. Form No:18970,Report No:CON:0654137-116-02 ©2000-2011 OESTLab by Spec(raOESicom Page 1 of 1 • Professional Service Industries.Inc. O 6032 N.Cutter Circle,Suite 480 a ,- (yam p ZiZtOYlYlLltlOi2 Portland.OR 97217 d c'.-r° 'p R 1 CCB No. 176260 I !J •1T/✓u�L�l On Phone:(503)289-1778 t Engineodng • Consulting • Testing Fax:(503)289-1918 . Concrete Test Report Report No: CON:0654137-11 N Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. ROB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data Mix Data Submitted By Material Source Amount Moisture(V.) Supplier Knife River Cement 1 (Ib) CalPortland,type I-II 5505 N/A Plant Cement 2(Ib) Ashgrove,Grade 100 slag 1875 N/A Mix.ldentification Fly Ash(Ib) N/A Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 1 (lb) 3/4 Crushed Rock Delta 9400 1.00 Design Unit Weight(pcf) 142.6 Coarse Agg 2(Ib) 3/4"PCC Rock Delta 9360 1.00 Cement Factor(Sacks/yd') 7.26 Fine Agg(Ib) PCC SAND 13240 5.00 Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 1 (Ib) • MBAE 90 - 29.0 N/A Admix Agg 2(Ib) Pozz 80 298.0 N/A Water(gal) Well/Eugene R-Mix, Plant 221.0 N/A Details of Sample Date Sampled 6/12/2013 Date Received 6/14/2013 Measured Specified Slump(in) 4.00 2 Ta 4 General Location Curb and Sidewalk Slump w/plasticizer(in) N/A Sample Location Full height 6"curb and sidewalk of center island, Air Temp(°F) 74 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72 Field Sample No Field Cure Temp(°F) High 77 Air Content(%) ASTM C 231 5.20 3.5 To 6.5 Low 60 Unit Weight(pcf) ASTMC 138 140.2 142.6 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 382 Ticket No. 3978481 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 11:09 Weather Cloudy Time Sampled 12:15 Est.Wind (mph) 0-3mph Yd'Placed 23.8 Time Placed 12:00 Est. Rh(V.) 60 Time In Truck(mins) 51 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-116-C1\1 06/19/13 7 4.01 8.01 12.63 U 53180 3 4210 0654137-116-C1\2 07/10/13 28 4.01 8.02 12.63 U 77265 3 6120 4000 0654137-116-C1\3 07/10/13 28 4.01 8.02 12.63 U 88495 3 7010 4000 0654137-116-C1\4 07/10/13 28 4.01 8.02 12.63 U 75445 3 5970 4000 0654137-116-C1\5 08/07/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6370 Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:yert cracking/no cones;C1314:Cone&Split. 2.Specrmen(s)Prepared to ASTM C 31 Dynasty Concrete Co.,on site to place Knife River Mix ID a 081-7RNE7E00.4000 psi structural 3 Capping 6=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined concrete for the 6"lull height curb and sidewalks of the center island.North side. Sampled concrete mid load of first truck and performed testing for slump,temperature,unit weight.entrained air and yield,case(1)set of(5)4.8 cylinders for compressive strength testing. All concrete placed was hand consolidated and broom finished. Form No:18970,Report No:OON:0654137-116-C1 @2000-2011 QESTLab by SpectraQESTcom Page 1 oft Professional Service Industries,Inc. q p Ink Onnation 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 ��0 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-10 N Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations,This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGE NT Industries,Inc.It a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH -/ Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 6/11/2013 Date Received 6/14/2013 Measured Specified Slump(in) ASTM C 143 3.00 General Location Ftg.(interior)bale/pallet curbs A at 2.6-4.8 and A.4 at 2.6-4,8 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 55 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 71 • Field Sample No Field Cure Temp(°F) High 80 Air Content(VG) ASTM C 231 4.40 Low 64 Unit Weight(pcf) ASTMC 138 Contractor SD Deacon Batch Size(yd') 7 Truck No. 695 Ticket No. 3976206 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russell Time Batched 13:15 Weather Overcast Time Sampled 14:55 Est.Wind(nlph) NA Yd'Placed 7.0 Time Placed 15:30 Est. Rh(To) 0 Time In Truck(mins) 135 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-109-C1\1 06/18/13 7 4.01 8.02 12.63 U 56115 3 4440 0654137-109-C1\2 07/09/13 28 4.01 8.00 12.63 U 76660 3 6070 ' 4000 0654137-109-C1\3 07/09/13 28 4.01 8.00 12.63 U 76395 3 6050 4000 0654137-109-C1\4 07/09/13 28 4.01 8.00 12.63 U 81285 3 6440 4000 0654137-109-C1\5 Hold U 4000 Average 28 Day Compressive Strength(psi) 6190 • Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:yert cracking/no cones:CI314:Cone&Split. 2.Specimen(s)Prepared 10 ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: C143. 3.Capping B=Bonded ASTM G 617.U=Unbonded ASTM C 1231,C=Combined Form No:18970,Report No:CON:0654137-109-C7 ©2000-2011 QESTLab by SpecfraOEST..com Page 1 of 1 Professional Service Industries,Inc. u- (7 L Information 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 ,-02.94.To No. 176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-34 :1 Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5571) CAITLIN NUGENT Industries.Inc.II a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 5/14/2013 Date Received 5/16/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location Stem walls A at 2.6-3.5 and Ftg.G-G.5 at 1.8-3.1 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 87 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM C 1064 77 Field Sample No Field Cure Temp(°F) High Air Content(V.) ASTM c 231 4.50 Low Unit Weight(pcf) ASTM 0 138 Contractor SD Deacon Batch Size(yd') 10.5 Truck No. 695 Ticket No. 3975560 Water Added(gal) Before 5 Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 12:46 Weather Clear Time Sampled 13:48 Est.Wind(mph) NA Yd'Placed 10.5 Time Placed 14:30 Est. Rh We) 0 Time In Truck(mins) 104 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-34-C1\1 05/21/13 7 4.01 8.01 12.63 U 51190 2 4050 0654137-34-C1\2 06/11/13 28 4.01 8.02 12.63 U 79200 3 6270 4000 0654137-34-C1\3 06/11/13 28 4.01 8.02 12.63 U 85990 3 6810 4000 0654137-34-C1\4 06/11/13 28 4.01 8.02 12.63 U 85150 3 6740 4000 . 0654137-34-C1\5 07/09/13 56 4.01 8.00 12.63 U M 4000 Average 28 Day Compressive Strength(psi) 6610 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:01314:Cone A.Shear,3= 2 Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:01314:Cone&Split,M=Missing 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:10970,Report No:CON:0654137-34-C 1 ©2000-2011 CESTLab by Spect,aOEST com Page 1 of 1 ,te {') Professional Service Industries,Inc. 1 Ink�nn lion 6032 N Cutter Circle,Suite 480 if IC /c: Portland,OR 97217 ° To Build On CCB No.176269 Phone'(503)289-1778 1 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-33 :1 Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent hat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. ROB RT J STILE CH r _- Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE � ✓// SPRINGFIELD, OR WILSON HU /' Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/10/2013 Mix Data • Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/13/2013 Date Received 5/14/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location Slab on grade B to C at 4.5 to 6 Slump w/plasticizer(in) N/A Sample Location SOG 4.5-5 at B-B.5 Air Temp(°F) 60 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 . Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 1.60 Low Unit Weight(pcf) ASTM c 138 144.7 Contractor SD Deacon Batch Size(yd') 10 Truck No. 558 Ticket No. 3978125 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russell Time Batched 06:26 Weather Cloudy Time Sampled 07:30 Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 07:45 Est. Rh (%) 0 Time In Truck(mins) 79 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 06654137-33-C1 11 05/20/13 7 4.01 8.00 12.63 U 61075 2 4840 0654137-33-C1\2 06/10/13 28 4.01 8.03 12.63 U 78020 3 6180 3500 0654137-33-C1\3 06/10/13 28 4.01 8.03 12.63 U 80505 3 6370 3500 0654137-33-C1\4 06/10/13 28 4.01 8.03 12.63 U 76910 3 6090 3500 0654137-33-C1\5 07/08/13 56 4.00 8.00 12.57 U M 3500 Average 28 Day Compressive Strength(psi) 6210 Notes Remarks ISempling to ASTM C 172 Fracture Type/Remarks:2=C39:Veit crack/cone opposite end;01314:Cone 8 Shear,3= 2.Specimen(s)Prepared to ASTM a 31 C39:Vert cracking/no cones:01314:Cone&Split,M=Missing 3.Capping B=Bonded ASTM C 617.U=Unbonced ASTM C 1231.C=Combined Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No:18970.Report No:CON:065413733.01 ©2000-2011 OESTLeb by Spec/ra0EST.corn Page 1 of 1 +' Professional Service Industries,Inc. l /�� �]In ormation 6032 N.Cutter 7217 Suite 480 ct jjjppp((( Jj��t'-/��./✓*'�7__`-°-o// 6032 N. OR 97217 ?l1 L`" �O aTo Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IssNo: 1 Issuue e No: 1 W AL-MART STORES, INC. These test results apply only to me soeanc locations and materials,toted and may not Client: CC: represent an 2001 S E 10TH ST any other written locations peemlor elevations This rnls report may not be Industries, c. II exacta BLAKE JOHNSON, BOB in pll.without earsen n lets report,,to lee extent Service Iepeled c. II a a MAIL STOP 5570 d pacts the ro1oa,s on sor roans ut mo oamt map the repelled noncompliance GARRISON, CAITLIN imnans me pmieu.me,nsoimions omsan me ea smile of e,gaeemenr BENTONVILLE,AR 72716-5570 NUGENT, DALE RUSSELL, _ ERIC EVE OBE KATYRYN JERKOVICH,H, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG SPRINGFIELD, OR HO Approved Signatory: Deborah Priest(Speoat Project Manager) Dale of Issue: 7/10/2013 Date: 7/1/2013 Technician: Dale Russell On site to pick up and transport back to our Portland office (2) 6"coring machines, (2) generators, and (2) pressurized water containers used for asphalt coring then returned back to the Springfield Walmart. Made of Steel on site placing the jib crane at the Northwest corner of the existing building, as per detail 8 of Sheet A4.2 and the manufactures plans, the jib crane support brackets were installed using grade 8, 3/4"x 16" all threads installed thru fully grouted cells, Made of Steel made the layout for the handrail support brackets and will drill and install them tomorrow. Dynasty Concrete Co., on site finishing the placement of the remaining curb forms of the Organic Waste enclosure, and for the store front including the cart storage area. Crestview Construction is on site performing some minor grade adjustments for the center curb island and is also using the backhoe with an attached street sweeper to clean construction debris from the parking lot area prior to loading remaining equipment for mobilization to their next project. • Salem Seal Coating is onsite preparing for the parking lot for the seal coat application scheduled for tomorrow, they have cleaned all visible cracks within the parking lot area with a street sweeper and then removed any and all visible vegetations that remained prior to spraying the cracks in the parking lot with Ortho "weed-b-gone" as required prior to the crack seal being placed. ©2000-2013 OESTLab by SpectraoEST.cam Page 1 of 1 • r /=\ [ /)} Professional Service Industries,Inc.•! C.S Q Inf or// anon 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 ik�`�° .To Build On CCB No.176269 Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654 1 37-1 88 Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the spear locamns and matenals Doted as may Dot represent any other locations or elevations.This relax'may not be reproduced,etcem 2001 S E 10TH ST BLAKE JOHNSON, BOB in full,sothout written permission by Prolessional Service tndustoes.inc.If a non- compliance appears an this report,to the extent that Ire reooned no mmeIance MAIL STOP 5570 GARRISON,CAITLIN Impacts the projectt the resolution is outside the PSI scope of engadememn- BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG '2 SPRINGFIELD, OR HO Approved Signatory: Deborah Priest(Special Protect Manager) Date of Issue: 7/10/2013 Date: 7/9/2013 Technician: Dale Russell A-1 Straight Line Striping is on site continuing to work on the parking lot striping and painting the in place bollards at various places within the parking lot area, this also includes repainting the hash marking for the front entrance and various other areas within the parking lot that were damaged from vehicle traffic during the previous days activities. The glass beads were again placed at pedestrian crosswalks, lane striping, signage, and directional arrows connecting to public streets and the hash marks in front of the store entrance per Walmart spec section 02765, 3.3, D. The parking lot that was not painted at the side of the property including directional arrows for the rear entry, signage, and parking stalls were painted and wet film'thickness was checked for each of the (2) coats applied, mill thickness tests all met the minimum requirements of 15 mills wet, set forth in Walmart spec section 02765-3.3,A. The wet film thickness"for the first coat ranged from 9 to 12 mills and from 8 to 13 mills for the final coats with the resulting final wet film thickness totals ranging from 17 to 25 mills. The colors used were: 1.) Sherwin Williams White Promar B29W1 2.) Sherwin Williams Yellow Promar 0.0TM549 3.) Ennis Blue Traffic Paint All paint markings-previously mentioned appeared to be bright and clearly visible. A Sherwin Williams Wet Film Thickness Gauge was used with a range from 1 to 80 mills. The only remaining area to be stripped is the truck lanes for the loading dock and the "C"s for the compact parking stalls. A-1 striping is also on site using a "Bobcat"with an attached 32" auger removing material in preparation for the flag pole footing, verified the final depth of the hole to be 6'-6" as per detail 6 of sheet SP2. True Green Landcare has completed there • ©2000-2013 DESTLab by SpectraoEST.com Page 1 of 1 r1 /� T y�j/}/ Professional Service Industries,Inc. U L l�„ci s lnforr zcztion 6032 N.Cutter Circle.Suite 480 ��/V-�7 �7 Portland,OR 97217 LJu To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:065IsseNo: 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations and materials noted and may not r tint any other locations or elevations.This repon may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in full.without wrens permission by Professional Service thmnres, Inc II a non- n compliance appears on this report.to the extent that the reported no compliance MAIL STOP 5570 GARRISON,CAITLIN impacts the protect,fire resolution is outside the PSI scope of engagement. BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH, ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU, YONG HO Approved Signatory: Deborah Priest(Special Protect Manager) SPRINGFIELD, OR Date of Issue: 7/10/2013 Date: 7/8/2013 Technician: Dale Russell Stedman Sheetmetal is on site placing the downspouts and making the connections to the gutter of the cart storage area next to the front vestibule. Dynasty Concrete Co., is onsite placing the 1/2"x 10" smooth dowels at 24" o.c. into the existing concrete in front of the front vestibule in preparation of the stamped concrete placement today, Dynasty has also placed the PMEJ and sealant around the perimeter of this area. Al Striping is on site striping the parking lot areas, this includes the fire lanes, parking stalls, crosswalks, directional arrows, the ADA markings, and various signage as shown on the approved contract drawings, being Sheet C-3.1, dated 2-13. Mill thickness was checked periodically throughout the day as each of the (2) coats were applied, the first coat ranged from 9 to 12 mills and the final coat ranged from 10 to 12 mills resulting in total a placement of 19 to 24 mills, meeting the requirements set forth per Walmart spec section 02765, 3.3, A. A Sherwin Williams wet film thickness gauge was used with a range from 1 to 80 mills. The products used were 1.) Sherwin Williams White Promar B29W1 2.) Sherwin Williams Promar Yellow 0.0TM549 3.) Sherwin Williams Red Set Fast 0.OA00302 4.) Ennis Blue Traffic Paint. Glass beads were broadcast uniformly to the wet final coat of the crosswalks, lane striping and directional arrows for the driveways connecting to the public streets. All striping, crosswalks, fire lanes, directional arrows, ADA markings ect, were viewed after final application and appeared to be clearly visible and bright. ®20002013 OESTLab by SpectraoEST.com Page 1 of 1 Professional Service Industries,Inc. Ca=(p Information 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 No. 176269 f1 -�7� ..To Build On Pho e:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Daily Field Report Report No: DFR:0654137-170 Issue No: 1 Client: WAL-MART STORES, INC. CC. These test results apply only to the specific locations and matenals„ado and may not represent any other locations or elevations.This rerun may not be reproduced,except 2001 S E 10TH ST BLAKE JOHNSON, BOB in lull wIthnot`N1tten permission by Pmtessional service'desires.inc. u a nen- MAIL STOP 5570 compliance appeals on this xenon,in the extent that the reemned no comnnance GARRISON,CAITLIN Impacts the project,theresolutinn isoasee the PSI scope of ergagememn BENTONVILLE, AR 72716-5570 NUGENT, DALE RUSSELL, ERIC EVENSON, KATYRYN JERKOVICH,ROBERT Project: WM 4178-00 SPRINGFIELD OR TO CASTILE,WILSON HU,YONG _ 'Z SPRINGFIELD, OR HO Approved Signatory: Deborah Pnest(Special Project Manager) Date of Issue: 7/102013 Date: 7/2/2013 Technician: Dale Russell Salem Seal Coat., is on site performing final sweeping and pavement edge preparation before beginning the seal coat application. Made or Steel is on site placing the handrail support brackets using Grade 8, 5/8 x 16" all threads as per manufacturers plans and per detail 8 of sheet A4.2, Made of Steel is also assembling the hand rails and the top of the jib crane. Salem Seal Coat has begun the application of seal coat, the ambient temperature is 63 degrees and rising, the asphalt temperature is 68 degrees and the asphalt surface is dry with no visible moisture. The parking lot has been properly prepared by sealing any cracks larger than 1/4" with an approved elastometric crack and joint sealant, per manufacturers specifications, and all manholes, vaults, valve covers, drains, curbs, ect have been properly protected. A primer tack coat has been applied prior to the first coat application, a minimum time of 2-3 hours has elapsed between the first and final coats of the resurfacer as per spec requirements. The resurfacer has been diluted with 15-20% clean potable water prior to application and is being applied with a motorized squeegee with an attached sprayer. A randomly selected sample of the composite mix has been obtained consisting of approximately (1) quart each in sealed glass jars has been recieved, (1)will be retained by S.D.Deacon, and (1)will be retained by our Portland Office for a period of at least (6) months, samples will be stored at room temperature and not subjected to freezing temperatures. Please Note: Due to complications with the city's air quality control commission the use of the sweeper broom and the on site vacuum truck was halted, the cleaning of the back of the Walmart property from grid line E going West to the back of the lot was suspended and the seal coat work is rescheduled for Monday. The seal coat for the parking lot from grid line E going East including the store front, including the "Big 5" annex road has been completed. All site preparations, applications, samples received and stored are per Walmart specification section 02787. 012000-2013 QESTLab by SpectraoEST.com Page 1 of t • Professional Service Industries,Inc. fr �r is Iformation 6032 N Cutter Circle,Suite 480 �f.%� Portland,OR 07217 Ll � � To Build On Phone(503)289-1778 t_._. Engineering • Consulting•.Testing Report Fax.(503)289-1918 Concrete Field Re„01 ` Report No: FC:065ssueN No: 1 M Issue No: 9 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply onty to the specific locations and matenals noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in Lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.It a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project.the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH _- Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE L— f// SPRINGFIELD, OR WILSON HU /r YONG HO Approved Signatory:Deborah Priest(Special Project Manager} Date of Issue: 7/10/2013 General Field Data Technician: Dale Russell Test Date: 7/8/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield. (ft') Made Batched Unloaded Yards i Content (°F) Temp.(°F) Weight Placed (%) (1b/ft') - - _ . __ ` ___ ... -- 2 TU4 3.5 To - - _ ._ . _ 6.5 0654137-187-C1 5 3976801 10:00 10:40 3.0 4.00 4.20 l 74 78 142.0 l 3.0 Location & Remarks General Location: Store front entrance Set No. Location Remarks !Dynasty Concrete Co.,on site to place 3.0 yds of Knife River Mix ID#081-40NE7000,4000 psi structural concrete for the I stamped area at the front entrance. !Dynasty used the approved colored hardener being Bomanite ;Color Hardener Color#CH-00061-60,BC-1 "Cobblestone Grey” with the release agent#CH-00167-60,BC-1,"Natural Grey", 0654137-187-C1 Stamped concrete at entry. with the Bomanite 6"x 6"Granite Setts stamp. i All concrete placed was hand finished and hand consolidated ;prior to the stamping taking place. !Received sample mid load of truck and performed testing for I slump,air entrainment,temperature,unit weight,and yield,cast (1)Set of(5)4 x 8 cylinders for compressive strength verification !testing at 7, 38 and 56 days. Mix Data • Set No. Supplier Mix _ Design Strength(psi) 0654137-187-C1 Knife River ;40NE7C00 14000 Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3) Form No:1 8971.Report No:F0:0654137-187 ©2000-2011 OESTLab by SpecfraoESTcom Page 1 oft O Professional Service Industries,Inc. p InkOmflltiQi2 6032 N.Cutter Circle,Suite 480 (�/l�-/�7 '']'� Build Portland,OR 97217 �/ �Q Tb Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:06No: 2 Isssue sue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,he resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory:Deane Ramsdell(Special Project Manager) Date of Issue: 6/26/2013 General Field Data Technician: Dale Russell Test Date: 6/7/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (°F) Temp.(°F) Weight Placed (%) (lb/ft') 6.5 0654137-98-C1 5 _ 3976125 10:21 j 11:00 I 16.0 l 4.00 1 5.20 77 _ - 78 _ ___ 1 10.0 - Location & Remarks General Location: Organic Waste footing/S.O.G. . ____ _._ ._._ _ Set No. Location Remarks Dynasty Concrete Co.,placed concrete directly from mix truck • 0654137-98-C1 Gridline A.7-B from 6-6.4 • into the forms,all concrete was consolidated with hand held H/F ,vibrators,all concrete was broom finished. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-98-C1 Knife River i .4000 Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3) Form No:18971,Report No:FQ0654137-98 C12000-2011 CESTLab by SpectraQEST..corn Page 1 of 1 Professional Service Industries.Inc. IYI Oi7YICltlOi2 COB N.Cutter 176 Circle,217 Suite 480 /(�'/•rl+'"/-+'']� Q T R 0032 rid.OR 97217 aJC—' �O 1lO Build O Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-12 N 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 • CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report lone extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE /a) / o SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory.Deane Ramsdell(Special Project Manager) Date of Issue: 6/29/2013 Mix Data Supplier Site Mix Type S Mortar Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 6/19/2013 Date Received 6/21/2013 Measured Specified Slump(in) ASTM C 103 General Location 3-12'cmu walls GL A.7-B at 6-6.5 and A.8-C at 7.5-7.8 Slump w/plasticizer(in) N/A Sample Location 13th to 20th/GL 3-1Z walls A.7-B at 6-6.513 to 15 Air Temp(°F) Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 064 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Overcast Time Sampled • Est.Wind (mph) NA Yd°Placed Time Placed Est. Rh (%) 0 Time In Truck(mins) • Compressive Strength of Molded Masonry Mortar Cubes ASTM C 109 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Out of Plumb Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-129-C1\1 06/26/13 7 2.00 2.01 N/A U 7260 3 1820 0654137-129-C1\2 06/26/13 7 2.01 2.01 N/A U 5810 3 1450 0654137-129-C1\3 07/17/13 28 2.00 2.00 N/A U 2000 0654137-129-C1\4 07/17/13 28 2.00 2.00 N/A U 2000 Average 28 Day Compressive Strength(psi) • Notes Remarks 1.Sampling and Construction to ASTM C 780 Fracture Type/Remarks:3=C39:Vert cracking/no cones:01314_Cone&Split. Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No 18970,Report No.CON:0654137-129-C1 ©2000-2011 OESTLab by SpectraoESTcom Page 1 of 1 Professional ervlce Industries,Inc. / f, a� 6032 N.Cutter Circle.Suite 480 AI y+(/�rtB ']I'Y1fROi71J1LltlDi2 Portland,OR 97217 COB No. 176269 j 13 - Ala •To Build On Phone(503)289-1778 i Engineering• Consulting • Testing r Fax.(503)289-1918 Concrete Test Report Report No: CON:0654137-130 1 Issue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT JERKOVICH /e'�� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory Deane Ramsdell(Special Protect Manager) Date of Issue: 6/29/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 2420G3R500 Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 6/20/2013 Date Received 6/21/2013 Measured Specified Slump(in) 10.00 General Location 3'12'cmu walls at orgainc waste A.7-8 at 6-6.5 and bale and pallet Slump w/plasticizer(in) N/A . Sample Location (A.8-G1 at 7.5-7.8).From 13th to 20th course Air Temp(°F) 56 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c to64 68 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM c 231 Low Unit Weight(pcf) ASTM c tae , Contractor Batch Size(yd3) 10 Truck No. 66 Ticket No. 3976431 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 06:32 Weather Overcast Time Sampled 07:25 Est.Wind(mph) NA Yd3 Placed 10.0 Time Placed 07:55 Est. Rh (%) 0 Time In Truck(mins) 83 Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-130-C1\1 06/27/13 7 3.20 3.33 6.21 100 B 48460 3 4550 0654137-130-C1\2 06/27/13 7 3.14 3.58 6.17 100 B 51810 3 4620 0654137-130-C1\3 07/18/13 28 B 2000 0654137-130-C1\4 07/18/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type 1 Remarks:3=039:Vert cracking/no cones;C1314_Cone&Split. Applicable ASTM standards unless otherwise indicated: Slump: C141 Form No-18970,Report No:C0N:0654137-130C1 ©2000-2011 OESTLab by Spectra QESTcom Page 1 of 1 / ]rnaln{l yr Professional Service Industries,Inc. f�j r--�Ink o��/[1-b46o/G 6032 N. OR Cutter Circle,Suite 480 !(� !4t�L�r rw/'-7I Q Portland.2 . OR 97217 tJ � To Build On Phone:(503)289-1778 1 Engineering•• Consulting•• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-16-C2 Issue Noo 3 3 Client: \/AL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in full.without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU —L YONG HO Approved Signatory:Deborah Priest(special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 7RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample' Date Sampled 5/1/2013 Date Received 5/6/2013 Measured Specified Slump(in) ASTM C 143 4.00 General Location SOG B-B.5/3.1-4,A-F.5/1.2-1.8 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 46 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM c 1064 61 Field Sample No Field Cure Temp(5F) High Air Content(%) ASTM c 231 1.80 Low Unit Weight(pcf) ASTM c 138 Contractor SD Deacon Batch Size(yd') 10.8 Truck No. 554 Ticket No. 3798013 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 06:08 Weather Sunny Time Sampled 07:05 Est.Wind (mph) NA Yd'Placed Time Placed 07:30 Est. Rh(%) 0 Time In Truck(mins) 82 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypefRemark Strength(psi) Strength(psi) 0654137-16-C2\1 05/08/13 7 4.01 8.00 12.63 U 56690 2 4490 0654137-16-C2\2 05/29/13 28 4.01 8.01 12.63 U 82880 3 6560 3500 0654137-16-C2\3 05/29/13 28 4,01 8.01 12.63 U 79750 3 6310 3500 0654137-16-C2\4 05/29/13 28 4.01 8.01 12.63 U 82705 2 6550 3500 0654137-16-C2\5 06/26/13 56 4.00 8.03 12.57 U 95865 3 7630 3500 Average 28 Day Compressive Strength(psi) 6470 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:71314:Cone&Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone 8 Split. 3 Capping B=Bonded ASTM C 517,U=Unbonded ASTM 0 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump C143. Form No:18970,Report No'CON 0654137-16-C2 a 2000-2011 OESTLab by SpectraOEST.com Page 1 of 1 Professional Service Industries,Inc. /7 : O7 Inf onnation 6032 N.Cutter Circle.Suite 480 /��7 Portland.OR 97217 �JD To Build On CCB No.176269 Phone:(503)289-1778 ( Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654I N Issue sue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project.the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH __ Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE �/r/// SPRINGFIELD, OR WILSON HU - YONG HO Approved Slgnalery:Deborah Priest(Special Project Manager/ Date of Issue: 7/1/2013 Mix Data , Supplier Site Mix Type S Mortar Plant ' Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/21/2013 Date Received 5/23/2013 Measured Specified Slump(in) General Location CMU 8'wall grid line A at 2.6-2.7 and A at 3-3.1 to 4th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 53 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 57 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 5.00 Low Unit Weight(pcf) ASTM C 138 Contractor SD Deacon Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Robert Barron Time Batched Weather Time Sampled 09:45 Est.Wind (mph) NA Yd'Placed Time Placed Est.Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area (in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-51-C1\1 05/28/13 7 2.00 4.01 3,14 B 5720 3 1820 0654137-51-C1\2 06/18/13 28 2.01 4.20 3.16 B 7045 3 2230 2000 0654137-51-C1\3 06/18/13 28 2.00 4.20 3.14 B 7025 3 2240 2000 0654137-51-C1\4 06/18/13 28 2.00 4.23 3.14 B 7055 3 2250 2000 Average 28 Day Compressive Strength(psi) 2240 Notes Remarks Fracture Type/Remarks:3=039:yell cracking/no cones,01314:Cone&Split, • Applicable ASTM standards unless otherwise indicated: Stump: 0143. Form No:18970,Report No:CON:0654137-51-C1 ©2000-2011 OESTLab by SpectrecESTcom Page 1 of 1 Professional Service Industries.Inc. rp 6032 N.Cutter Circle,Suite 480 /1/57C----23-111.7i)![ Information Portland,OR 97217 Build On CCB No. 116269 Phone:(503)289-1778 4 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-93-:1 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test resells apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 6/8/2013 Date Received 6/10/2013 Measured Specified • Slump(in) ASTM C 143 5.00 General Location SOG I Sidewalk G-G.8 at 1-1.8,G.5-G.8 at 1.8-3,2 Slump w/plasticizer(in) N/A Sample Location G-G.7 at 1-1,8 Air Temp(°F) 56 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 70 • Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 4.50 Low Unit Weight(pd) ASTM c 138 • Contractor SD Deacon Batch Size(yd') 10 Truck No. 65 Ticket No. 3976142 Water Added(gal) Before 5 Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 07:33 Weather Cloudy Time Sampled 08:35 Est.Wind (mph) NA Ned'Placed 10.0 Time Placed 09:00 Est. Rh(%) 0 Time In Truck(mins) 87 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-93-C1\1 06/15/13 7 4.01 •8.02 12.63 U 47230 3 3740 0654137-93-C1\2 07/06/13 28 4.00 8.01 12.57 U 74155 3 5900 4000 0654137-93-C1\3 07/06/13 28 4.00 8.01 12.57 U 67515 3 5370 4000 0654137-93-C1\4 07/06/13 28 4.00 8.01 12.57 U 67855 3 5400 4000 0654137-93-C1\5 08/03/13 56 U 4000 Average 28 Day Compressive Strength(psi) 5560 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, 2 Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump. C143. 3 Capping B=Banded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Form No:18970.Report No:CON.0654137-93-C I 0 2000-2011 OESTLab by SpectraoESr com Page 1 of 1 Professional Service Industries,Inc. j f Q D /nib nnation 6032 N.Cutter Circle,Suite 480 I Portland,OR 97217 �� CCB No. 176269 (Engineering .To Build On Phone:(503)289-1778 l Engineering • Consulting• Testing Fax:(503)289-1918 `Concrete Test Report Report No: CON:0654137-91-C1 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and • may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.It a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE • SPRINGFIELD, OR WILSON HU —r Approved Signatory:Deborah Pnest(Specal Project Manager) Date of Issue: 7/8/2013 Mix Data Supplier Sakrete Plant Mix Identification NCHSG Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 6/6/2013 Date Received 6/10/2013 Measured Specified Slump(in) 10.50 General Location CMU Pilaster A.4 at 2.6 Truck Loading Dock Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 78 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1o64 77 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 Low • Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Clear Time Sampled 10:30 Est.Wind (mph) NA Yd°Placed Time Placed Est. Rh (%) 0 Time In Truck(mins) Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load (lbf) TypelRemark Strength(psi) Strength(psi) 0654137-91-C1\1 06/13/13 7 3.43 3.33 5.95 0 8 27395 3 2400 0654137-91-C1\2 06/13/13 7 3.15 2.87 6.08 0 8 20195 3 2240 0654137-91-C1\3 07/04/13 28 2.94 3.37 6.23 0 B 31410 3 3180 2000 0654137-91-C1\4 07/04/13 28 3.42 5.16 6.24 0 B 43940 3 2490 2000 Average 28 Day Compressive Strength(psi) 2840 • Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated. Slump' C143. Form No: 18970,Report No:CON:0654137-91-C1 02000-2011 QESTLab by SpectraQEST.com Page 1 of 1 t Professional Service Industries,Inc. /1‘c______,„, �c�'JO�o information Portland,OR 97217 6032 N.Cutter Circle,Suite 480 To Build On COB No.176269 Phone:(503)289-1778 1 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-24 :2 Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.It a non-compliance appears on this report.to the extent mat the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH _- Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE z___ O f// SPRINGFIELD, OR WILSON HU /r Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data • Supplier Knife River • Plant Knife River Prestress Mix Identification 247RNE7E00 Specified Design Strength(psi) 4000 at age 28 days Details of Sample Date Sampled 5/10/2013 Date Received 5/13/2013 Measured Specified Slump(in) ASTM C 143 4.00 General Location Slab on Grade Slump w/plasticizer(in) N/A Sample Location A.8-13.9 at 1.7-2.2 Air Temp(°F) 66 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C i064 71 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 1.20 Low Unit Weight(pct) ASTM c 138 144.3 Contractor SD Deacon Batch Size(yd') 10 Truck No. 564 Ticket No. 397506 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 08:23 Weather Clear Time Sampled 09:30 Est.Wind(mph) • NA Yd'Placed 10.0 Time Placed 09:45 Est.Rh(%) 0 Time In Truck(mins) 82 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) TypelRemark Strength(psi) Strength(psi) 0654137-24-C2\1 05/17/13 7 4.01 8.00 12.63 U 50815 2 4020 0654137-24-C2\2 06/07/13 28 4.01 8.01 12.63 U 78470 3 6210 4000 0654137-24-C2\3 06/07/13 28 4.01 8.01 12.63 U 73165 2 5790 4000 0654137-24-C2\4 06/07/13 28 4.01 8.01 12.63 U 74620 2 5910 4000 0654137-24-C2\5 07/05/13 56 4.00 8.01 12.57 U 82960 3 6600 4000 Average 28 Day Compressive Strength(psi) 5970 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=039:Vert crack/cone opposite end;01314:Cone&Shear,3= 2 Specimens)Prepared to ASTM C 31 039:Vert cracking/na cones;C1314:Cone 8 Split. 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654137-24-02 53 2000-2011 OESTLab by SpecfraOEST.com Page 1 of 1 / Professional Service Industries.Inc. [� p 3]Inform ation 6032 N.Cutter Circle,Suite 480 // Portland,OR 97217 /8b9c.- -7.. 0 To Build On CCB No.176269 Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-24 :1 Issue No: 3 Client: \/AL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this repon.to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/10/2013 Date Received 5/13/2013 Measured Specified Slump(in) ASTM C 143 4.00 General Location Ftg.grid line A at 2.6 to 80'N. Slump w/plasticizer(in) N/A Sample Location Middle of ftg. Air Temp(°F) 87 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 71 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 4.50 Low Unit Weight(pct) ASTM C 138 141.3 Contractor SD Deacon Batch Size(yd') 10.8 Truck No. 554 Ticket No. 3975488 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 11:46 Weather Clear Time Sampled 12:30 Est.Wind(mph) NA Yd'Placed 10.8 Time Placed 13:00 Est.Rh(%) 0 Time In Truck(mins) 74 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-24-C1\1 05/17/13 7 4.01 8.00 12.63 U 58655 2 4640 0654137-24-C1\2 06/07/13 28 4.01 8.01 12.63 U 79545 3 6300 3500 0654137-24-C1\3 06/07/13 28 4.01 8.01 12.63 U 81480 3 6450 3500 0654137-24-C1\4 06/07/13 28 4.01 8.01 12.63 U 76715 3 6070 3500 0654137-24-C1\5 07/05/13 56 4.00 8.01 12.57 U 85370 3 6790 3500 Average 28 Day Compressive Strength(psi) 6270 • Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end:C1314:Cone 8 Shear,3= 2,Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:CI314:Cone E.Split, 3.Capping B=tlonded ASTM C 517,U=Unbonced ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump. C143. • For No 18970,Report No:CON:0654137-24-C1 0 2000-201 t OESTLab by SpecfraOEST.com Page 1 of 1 Professional Service Industries,Inc. c ,Q Information • 6032 N.Cutter Circle,Suite 480 1 Portland,OR 97217 1 it �� • o Build On Phone:(503)289-1778 1 Engineering • Consulting • Testing Fax:(503)289-1918 i Concrete Test Report Report No: CON:0654137-52 :2 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,wdhow written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.ll a non-compliance appears on this repoo.to the extent that the reported noncompliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU —z_ YONG HO Approved Signatory:Debomn Pnest(Special Project Manager) _ Date of Issue: 7/1/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 2420G3K500 Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/22/2013 Date Received 5/23/2013 Measured Specified Slump(in) ASTM C 143 10.00 General Location 8"cmu walls at GL B at 5-6 and GL A at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location 8"cmu wall GL B at 5-6 Air Temp(°F) 43 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 63 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd') 1.5 Truck No. 550 Ticket No. 3975740 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Robert Barron Time Batched 06:30 Weather Clear Time Sampled 07:20 Est.Wind(mph) NA Yd'Placed 1.5 Time Placed 07:30 Est. Rh (%) 0 Time In Truck(mins) 60 Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load(lbf) Typ&Remark Strength(psi) Strength(psi) 0654137-52-C2\1 05/29/13 7 3.31 3.47 6.10 0 B 44720 3 3890 0654137-52-C2\2 05/29/13 7 3.21 3.45 6.12 0 B 41860 3 3790 0654137-52-C2\3 06/19/13 28 3.71 3.28 6.16 0 B 66705 3 5490 2000 0654137-52-C2\4 06/19/13 28 3.11 3.60 6.13 0 B 59435 3 5310 2000 Average 28 Day Compressive Strength(psi) 5400 • Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones:C1314:Cone E.Split, Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No: 18970.Report No:CON:0654137-52-C2 C)2000-2011 OESTLab by SpeclraOESicom Page 1 of 1 t0�T Professional Service Industries,Inc. / / 7 In annation 6032 N.Cutter Circle,Suite 480 /)ry�'�b/aA�i nnQ ,/ Portland,OR 97217 I A°�' r...,.�u T�Build On Phone:(503)2289-1778 t Engineering • Consulting •.Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-5N-:1 Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only la the specific locations and matenais noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in lull.without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project.the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH �� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU YONG HO Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Sakrete Plant Mix Identification TYPES MORTAR Specified Design Strength(psi) 2000 at age 28 days Details of Sample - , Date Sampled 5/23/2013 Date Received 5/24/2013 Measured Specified Slump(in) ASTM C 143 General Location 8'cmu wall at grid line G at 1.4-1.6 to 11th course Slump wl plasticizer(in) N/A Sample Location 84 cmu wall G at 1.4-1.6 to 8th Course Air Temp(°F) 50 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM 0 1064 61 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM 0138 Contractor SD Deacon Batch Size(yd3) Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched . Weather Cloudy Time Sampled 08:00 Est.Wind(mph) NA Yd3 Placed Time Placed Est. Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-53-C1\1 05/30/13 7 2.00 4.12 3.14 B 5655 . 3 1800 0654137-53-C1\2 06/20/13 28 2.00 4.15 3.14 B 7175 3 2280 2000 0654137-53-C1\3 06/20/13 28 2.00 4.13 3.14 B 7515 3 2390 2000 0654137-53-C1\4 06/20/13 28 2.00 4.22 3.14 B 7000 3 2230 2000 Average 28 Day Compressive Strength(psi) 2300 • • Notes Remarks Fracture Type/Remarks:3=039:Vert cracking/no cones:01314:Cone&Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No: 18970.Report No:CON:0654137.53-C1 ©2000-2011 OESTLab by SpectraoESTcom Page 1 of 1 eQ Professional Service Industries,Inc. (11/73 �]Information 6032 N. OR 97217 /217 Suite 480 / ///r��� / Portland,2 ORr 0217 U �JD To Build On CCB No. 176269 1 Phone:(503)289-1778 L Engineering • Consulting • Testing Fax:(503)289-1918 •Concrete Test Report Report No: coN:06e4137-5 N Issue No:o: 3 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report.to the extent that the reported non-compliance impacts the project.the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project manager) Date of Issue: 7/1/2013 Mix Data Mix Data Submitted By Site Mix Type S Mortar Material Source Amount Moisture WO Supplier Site Mix Type S Mortar Cement(Ib) N/A Plant Onsite Mobile Mix Fly Ash (Ib) N/A Mix Identification Coarse Agg (Ib) Specified Design Strength(psi) 2000 at age 28 days Fine Agg(Ib) Design Unit Weight(pcf) Admix Agg (Ib) N/A Cement Factor(Sacks/yd') Water(gal) N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) ASTM C 143 General Location 8"cmu wall A at 2.6-4.8 form 7th to 12th course Slump w/plasticizer(in) N/A Sample Location 8"cmu wall A at 3-3.4 form 7th to 10th course Air Temp(°F) 53 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM c 1064 63 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 . Low Unit Weight(pcf) ASTM C 13e Contractor Batch Size(yd') Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After • Submitted By Glenn Meek Time Batched Weather Mild Time Sampled 09:00 Est.Wind(mph) NA Yd°Placed Time Placed Est.Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-54-C1\1 05/31/13 7 2.00 4.02 3.14 B 3990 3 1270 0654137-54-C1\2 05/31/13 7 2.00 4.02 3.14 B 4960 3 1580 • 0654137-54-C1\3 06/21/13 28 2.00 4.20 3.14 B 6380 2 2030 2000 0654137-54-C1\4 06/21/13 28 2.00 4.20 3.14 B 6695 3 2130 2000 Average 28 Day Compressive Strength(psi) 2080 • Notes Remarks Fracture Type/Remarks:2=C39;yert crack/cone opposite end;C1314:Cone&Shear,3= C39:Vert cracking/no cones:71314',Cone&Split. Form No. 18970.Report No'.CON:0654137-54-CI ©2000-2011 OESTLab by Spec(ra0EST.com Page 1 oft El Professional Service Industries,Inc. l,� El Information 6032 N.Cutter Circle,Suite 480 ` r Portland,OR 97217 r�� 9 To Build On CCB No 176269 Phone''(5031289-1778 1 Engineering • Consulting• Testing Fax:(503)289-1918 t, (503)289-1918 Concrete Test Report Report No: CON:0654137-54-:2 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or a evations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except n full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If non-compliance appears on this report.to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 • ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH ��� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory_Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) N/A Plant Knife River Prestress Fly Ash (Ib) N/A Mix Identification 2420G3R500 Coarse Agg (Ib) Specified Design Strength(psi) 2000 at age 28 days Fine Agg (Ib) Design Unit Weight(pcf) Admix Agg(lb) N/A Cement Factor(Sacks/yd') Water(gal) N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) ASTM C 143 11.00 General Location 8"cmu wall A at 2.6-4.8 form 7th to 12th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 53 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 69 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd') 4 Truck No. 690 Ticket No. 3975830 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 12:15 Weather Mild Time Sampled 12:55 Est.Wind (mph) NA Yd'Placed 4.0 Time Placed 13:05 Est. Rh (%) 0 Time In Truck(rains) 50 Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load (Ibf) TypetRemark Strength(psi) Strength(psi) 0654137-54-C2\1 05/31/13 7 3.32 3.50 6.28 0 B 49085 3 4230 0654137-54-C2\2 05/31/13 7 3.41 3.46 6.25 0 B 48600 3 4130 0654137-54-C2\3 06/21/13 28 3.31 3.60 6.27 0 B 69045 3 5810 2000 0654137-54-C2\4 06/21/13 28 3.44 3.19 6.10 0 B 62415 3 5690 2000 Average 28 Day Compressive Strength(psi) 5750 • Notes Remarks Fracture Type/Remarks:3=C39.Vert cracking/no cones',C1314:Cone 8 Split, • Form No 15970.Report No.CON:0654 I 37-54-02 ©2000-2011 OESTLab by Spectra0ESTcom Page 1 of 1 /�=�0 Professional Service Industries,Inc. j j Information COB N.Cutter Circle.Suite 480 L71i7/(j'(D1��-c ��D/ T R I Portland,OR 97217 No.176269 a-r �u Ulf&. On Phone(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-58 :1 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in lull,without written permission by Professional Service 5570 CAITLIN N UGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE �� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE ' SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) 3300 N/A Plant Fly Ash(Ib) slag 1245 N/A Mix Identification 247RNE7E00 Coarse Agg 1 (Ib) 3/4" 5760 2.90 Specified Design Strength(psi) 4000 at age 28 days Coarse Agg 2(Ib) 3/4"Crush 5830 1.70 Design Unit Weight(pcf) 142.6 Fine Agg (Ib) sand 8110 5.80 Cement Factor(Sacks/yd3) Admix Agg 1 (Ib) ' MBAE 90 18.0 N/A Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 2(Ib) Pozz 80 178.0 N/A Water(gal) 101.0 N/A Details of Sample Date Sampled 5/22/2013 Date Received 5/23/2013 Measured Specified Slump(in) 4.50 3-5 General Location (2)Knee wall footings East of gridline G/1 to 1.6 Slump w/plasticizer(in) N/A Sample Location Same as above Air Temp(°F) 44 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 56 Field Sample No Field Cure Temp(°F) High Air Content(Yo) ASTM C 231 4.80 3.5-6.5 Low Unit Weight(pcf) ASTM C 138 .143.2 142.6 Contractor Dynasty Concrete Batch Size(yd°) 6.5 Truck No. \558 Ticket No. 3975747 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Robert Barron Time Batched 08:45 Weather Sprinkling Time Sampled 09:45 Est.Wind (mph) 0-4mph Yd3 Placed 6.5 Time Placed 09:33 Est. Rh(%) 80 Time In Truck(mins) 48 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi) 0654137-58-C1\7 05/29/13 7 4.01 8.01 12.63 U 56940 ' 2 4510 0654137-58-C1\2 06/19/13 28 4.01 8.01 12.63 U 84035 3 6650 4000 0654137-58-C1\3 06/19/13 28 4.01 8.01 12.63 U 88950 3 7040 4000 0654137-58-C1\4 06/19/13 28 4.01 8.01 12.63 U 82205 3 6510 4000 0654137-58-C1\5 07/17/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6730 Notes Remarks 1.Sampting to ASTM C 172 Fracture Type/Remarks:2=C39:yen crack/cone opposite end:C1314:Cone 8 Shear,3= 2.Specimen(s)Prepared to ASTM 0 31 C39:Vert cracking/no cones;C1314:Cone&Split, 3.Capping B=Bonded ASTM C 617.U=Unbonded ASTM C 1231.C=Combined Mix design a 7RNE7E00 Form No:18970.Report No.CON:0654137-58-C1 ©2000-2011 QESTLab by SpectraoEsr.com Page 1 of 1 Professional Service Industries,Inc. ' Info�7nation 6032 N.Cutter Circle,17 Suite 480 n)'-) Portland,OR 97217 �C '7 Build CCB No. 176269 + T�✓ul`�,` On Phone'.(503)289-1778 ( Engineering • Consulting • Testing Fax.(503)289-1918 Concrete Test Report Report No: CON:0654137-59 :1 Report Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in lull,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extern that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH 0t __ Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE // SPRINGFIELD, OR WILSON HU % Approved Signatory.Deborah Priest(Speciat Project Manager) Date of Issue: 7/1/2013 Mix Data Mix Data Submitted By Knife River Material - Source Amount Moisture(%) Supplier Knife River Cement(Ib) 2180 N/A Plant Fly Ash (Ib) 585 N/A Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 3/4 Crush 3780 1.70 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 3/4 3700 2.90 Design Unit Weight(pcf) 147.9 Fine Agg (Ib) sand 4980 3.20 Cement Factor(Sacks/yd') 7.26 Admix Agg 1 (Ib) Pozz 80 110.0 N/A Water-Cement Ratio(Ib/Ib) 0.38 Admix Agg 2(Ib) NC534 278.0 N/A Water(gal) 60.0 N/A Details of Sample Date Sampled 5/23/2013 Date Received 5/24/2013 Measured Specified Slump(in) ASTM C 143 3.50 2 TO General Location Interior repairs to freezer sub slab and curbs Slump w/plasticizer(in) N/A Sample Location Grid line B to B.5 from 3.2 to 4 Air Temp(°F) 50 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 72 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 1.80 Low Unit Weight(pcf) ASTM C 138 146.8 147.9 Contractor Dynasty Concrete • Batch Size(yd') 4 Truck No. 690 Ticket No. 3975791 Water Added(gal) Before 0 Sampled By Dale Russell 1 After 0 Submitted By Dale Russell Time Batched 11:18 Weather Overcast with wind Time Sampled 12:30 Est.Wind(mph) -0-5mph Yd'Placed 4.0 Time Placed 12:05 Est. Rh(T.) 66 Time In Truck(mins) 47 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark Strength(psi) Strength(psi) 0654137-59-C1\1 05/30/13 7 4.01 8.00 12.63 U 62810 2 4970 0654137-59-C1\2 06/20/13 28 4.01 8.02 12.63 U 88700 3 7020 3500 0654137-59-C1\3 06/20/13 28 4.01 8.02 12.63 U 84900 3 6720 3500 0654137-59-C1\4 06/20/13 28 4.01 8.02 12.63 U 86160 3 6820 3500 0654137-59-C1\5 07/18/13 56 U 3500 Average 28 Day Compressive Strength(psi) 6850 Notes Remarks l.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end,CI314:Cone 8 Shear,3= 2.Specirnen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone 8 split, 3.Capping e=bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Please note:Knife River mix design#7RNE5300 is a NON ENTRAINED AIR mix. The frequency of testing is 7,28,28,28,H. Form No:18970.Report No:CON.0654137.59-Ct ©2000-2011 OESTLab by SpectraCESTcom Page 1 of 1 rr^-� } Professional Service Industries,Inc. at , Info. rmation 6032 N.Cutter Circle,Suite 480 r� Portland,OR 97217 �L1 CCB No.176269 To Build On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-60-:1 Issue No: 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and matenals noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU / — Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Mix Data Submitted By Knife River Material Source Amount Moisture(%) Supplier Knife River Cement(Ib) 5845 N/A Plant Fly Ash (Ib) 1570 N/A Mix Identification 7RNE5300 Coarse Agg 1 (Ib) 3/4 Crush 10170 2.80 Specified Design Strength(psi) 3500 at age 28 days Coarse Agg 2(Ib) 3/4 10050 2.90 Design Unit Weight(pcf) 147.9 Fine Agg(Ib) SAND 13530 3.50 Cement Factor(Sacks/yd') 7.26 Admix Agg (Ib) Pozz 80 296.0 N/A Water-Cement Ratio(Ib/Ib) 0.38 Water(gal) 188.0 N/A Details of Sample Date Sampled 5/24/2013 Date Received 5/27/2013 Measured Specified Slump(in) ASTM C 143 4.00 2 to 4 General Location Interior,6" freezer topping slab,truck dock walls,51/2"5.0.0.6" Slump w/plasticizer(in) N/A Sample Location frec.iezm erR.Pef,ntoppag Slab erne Air Temp(°F) 53 l Curing Method Three day Field/Laboratory Cure Concrete Temp(°F) ASTM C tos4 62 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 1.60 3.5 to 6.5 Low Unit Weight(pcf) ASTM C 138 147 147.9 Contractor Dynasty Concrete Batch Size(yd') 10.8 Truck No. 387 Ticket No. 3975813 Water Added(gal) Before 0 Sampled By Dale Russell After 0 Submitted By Dale Russell Time Batched 08:26 Weather Overcast with wind Time Sampled 21:20 Est.Wind (mph) 0-4mph Yd'Placed 25.8 Time Placed 09:10 Est. Rh(%) 63 Time In Truck(mins) 44 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) TypeiRemark Strength(psi) Strength(psi) 0654137-60-C1\1 05/31/13 7 4.01 8.00 12.63 U 64060 2 5070 0654137-60-C1\2 06/21/13 28 4.01 8.00 12.63 U 86270 2 6830 3500 0654137-60-C1\3 06/21/13 28 4.01 8.00 12.63 U 89530 2 7090 3500 0654137-60-C1\4 06/21/13 28 4.01 8.00 12,63 U 86720 3 6870 3500 0654137-60-C1\5 07/19/13 56 U 3500 Average 28 Day Compressive Strength(psi) 6930 Notes Remarks 1.Sampling to ASTM C 172 Fracture Type I Remarks:2=C39:Vert crack/cone opposite end:01310:Cone&Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Merl cracking/no cones:C1314:Cone&Split, 3,Capping 6=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Mix ID 081-7RNE5300,Cylinder frequency at 7.28,28,28.H first two loads place with the use of a pump truck,last load place directly from mix truck into forms. Form No:18970,Report No:CON:0654137-60-C1 8 2000-2011 OESTLab by SpeclraoEST corn Page 1 of 1' • Professional Service Industries,Inc. r C p Information 6032 N.Cutler Circle.Suite 480 �-r�7 Portland.OR 97217 a�:JU CCB No.176269 To Build On Phone:(503)289-1778 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-70 :1 Report Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE �� SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager) Dale of Issue: 7/1/2013 Mix Data • Supplier Site Mix Type S Mortar Plant Mix Identification TYPE Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/28/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTM C 143 General Location Truck screen 8'cmu wall A at 2.6-4.812th-21st course Slump w/plasticizer(in) N/A Sample Location Truck screen 8"cmu wall A at 2.6-3.512th-15th course Air Temp(°F) 57 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 66 Field Sample No Field Cure Temp(°F) High Air Content(Ye) ASTM C 231 Low Unit Weight(pd) ASTM C 136 Contractor Batch Size(yd3) Truck No. NA Ticket No. NA Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Mild Time Sampled 08:10 Est.Wind(mph) NA Yd°Placed Time Placed Est. Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-70-C1\1 06/04/13 7 2.01 4.00 3.16 B 5540 3 1750 0654137-70-C1\2 06/04/13 7 2.00 4.01 3.14 B 5325 3 1700 0654137-70-C1\3 06/25/13 28 2.00 4.30 3.14 B 7345 3 2340 2000 0654137-70-C1\4 06/25/13 28 2.00 4.30 114 B 7095 3 2260 2000 Average 28 Day Compressive Strength(psi) 2300 • • Notes Remarks Fracture Type/Remarks:3=C39:yen cracking/no cones,C1314:Cone 8 Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No: 18970,Report No'.CON:o654I37-70-C1 82000.2011 OESTLab by Spectra0EST.com ' Page 1 of 1 • Professional Service Industries,Inc. r� Information 6032 N.Cutter Circle,Suite 480 L/Ur-�=Q Portland,OR 97217 N1Q ] ]� I CCe No. 176269 •+�✓U1L��On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-70 :2 Issue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in fun.without written permission by Professional Service 5570 CAITLIN NUGENT Industries.Inc.II a non-compliance appears on this report,to the extent that Me reported noncompliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH _- Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE ��%// SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) _ Date of Issue: 7/1/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 2420G3K500 Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/28/2013 Date Received 6/3/2013 Measured Specified Slump(in) 10.00 General Location Truck screen8"cmu wall A at 2.6.4.812th-18th course Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 57 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1064 67 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 Low Unit Weight(pcf) ASTM C 136 Contractor Batch Size(yd') 4 Truck No. 382 Ticket No. 3975858 Water Added(gal) Before Sampled By - Glenn Meek After Submitted By Glenn Meek Time Batched 11:43 Weather Mild Time Sampled 12:35 Est.Wind(mph) NA Yd'Placed 4.0 Time Placed 12:45 Est. Rh(%) 0 . Time In Truck(mins) 62 Compressive Strength of Grout ASTM C 1019 Specimen ID Date Tested Age Dimensions(in) Percentage Type of Ultimate Fracture Compressive Required (Days) Width Length Height Out of Plumb Cap Load(lbf) Type'Remark Strength(psi) Strength(psi) 0654137-70-C2\1 06/04/13 7 3.48 3.66 6.02 0 ' B 48490 3 3810 0654137-70-C2\2 06/04/13 7 3.46 3.66 6.00 0 B 47050 3 3730 0654137-70-C2\3 06/25/13 28 3.23 3.36 6.23 0 B 56710 3 5230 2000 0654137-70-C2\4 06/25/13 28 3.37 3.41 6.20 0 B 71070 3 6180 2000 Average 28 Day Compressive Strength(psi) 5710 Notes Remarks Fracture Type/Remarks:3=539:Merl cracking/no cones:01314:Cone 8 Split, ' Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654137-70-02 ®2000.2011 QESTLab by SpecfracEST.com Page 1 oft Professional Service Industries,Inc. 697-H.a.To info. nn loon 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 Butld On CCB No. 176269 l l Phone:(503)289-1778 /nglneedng . Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654I N Issue sue No: 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in wll,without written permission by Processional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSlscopeofengagement. KATYRYN JERKOVICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU 77_7 Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Sakrete Plant Mix Identification TYPES MORTAR Specified Design Strength(psi) 2000 at age 28 days Details of Sample Date Sampled 5/30/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTMC 143 General Location G.2 at 1-1.5 and G.2 at 1-1.5 to 8th course Slump w/plasticizer(in) N/A Sample Location G.2 at 1-1.5 to 4th course Air Temp(°F) 55 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 64 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yd3) Truck No. NA Ticket No. NA Water Added(gal) Before , Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched Weather Overcast Time Sampled 08:30 Est.Wind(mph) NA Yd3 Placed Time Placed Est. Rh(%) 0 Time In Truck(mins) Compressive Strength of Molded Masonry Mortar Cylinders ASTM C 780 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load (lbf) Type/Remark Strength(psi) Strength(psi) 06654137-72-C1\1 06/06/13 7 2.00 4.02 3.14 B 5935 3 1890 0654137-72-C1\2 06/06/13 7 2.00 4.02 3.14 B 6545 3 2080 0654137-72-C1 13 06/27/13 28 2.00 4.19 3.14 B 8735 4 2780 2000 0654137-72-C1 14 06/27/13 28 2.00 4.20 3.14 B 8415 4 2680 2000 Average 28 Day Compressive Strength(psi) 2730 • • Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones;C 1314:Cone 8 Split.4=C39: Diagonal fracture;01314:Tension Break. Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654 137-72.CI 532000.2011 OESTLab by SpectraoESTcom Page 1 of 1 • n Professional Service Industries,Inc. r—� ^ jYlfOi771l1t1011 6032 N.Cutter Circle,Suite 480 is Ulf D Portland,OR 90217 C � 7'']i"� Budd CCB No.176269 .To Built!On Phone:(503)289-1778 Engineering• Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541 N Issue ssue No:o: 2 2 ' Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH �� Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 247RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/30/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTM C 143 2.00 General Location Stern walls GG.5 at 1.7-2,0-0.5 at 3-3.2,Ftgs.A.7 at 3 and Al. at Slump w/plasticizer(in) N/A Sample Location 3'5 r°�°.°I inn°„r.� Air Temp(°F) 58 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1054 68 Field Sample No Field Cure Temp(°F) High Air Content(To) ASTM C 231 1.80 Low Unit Weight(pcf) ASTM C 138 Contractor Batch Size(yd') 2.5 Truck No. 396 Ticket No. 3975913 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 10:22 Weather Overcast Time Sampled 11:25 Est.Wind (mph) NA Yd'Placed 2.5 Time Placed 12:00 Est. Rh (%) 0 Time In Truck(mins) 98 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-72-C3\1 06/06/13 7 4.01 8.02 12.63 U 73505 3 5820 0654137-72-C3\2 06/27/13 28 4.00 8.01 12.57 U 94895 3 7550 3500 0654137-72-C3\3 06/27/13 28 4.00 8.01 12.57 U 87250 3 6940 3500 0654137-72-C3\4 06/27/13 28 4.00 8.01 12.57 U 89330 3 7110 3500 0654137-72-C3\5 07/25/13 56 U 3500 Average 28 Day Compressive Strength(psi) 7200 • Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:3=C39:Vert cracking/no cones,C1314:Cone 8 Split, 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: C143. 3.Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined • Form No:18970.Report No:CON.0654137-72-C3 ©2000-2011 OESTLab by SpectraOEST.com Page 1 of 1 Professional Service Industries,Inc. [�' I1jbm'iation 6032 N.Cutter Circle,Suite 480 Portland.OR 97217 �7� Build CCB No.176269 To On Phone:(503)289-1778 Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report • Report No: coN:06e4137-73 Issue No:o: 2 2 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These lest results apply only to the specific locations and materials noted and may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.Inc. ept in -com,ithoutwdppears mission Professional extent 5570 CAITLIN NUGENT Industries. c.If a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KATYRYN JERKOVICH 0 Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager) Date of Issue: 7/1/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 4ONE7C00 Specified Design Strength(psi) 4000 at age 28 ,days Details of Sample Date Sampled 5/31/2013 Date Received 6/3/2013 Measured Specified Slump(in) 5.00 • General Location Truck ramp GL A-A.4 at 2.6-4.8 Slump w/plasticizer(in) N/A Sample Location Same as General Location Air Temp(°F) 75 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 75 Field Sample No Field Cure Temp(°F) High Air Content(V5) ASTM C 231 5.50 Low Unit Weight(pcf) ASTMC 138 Contractor Batch Size(yd') 10.8 Truck No. 394 Ticket No. 3978299 Water Added(gal) Before 5 Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 13:33 Weather Clear Time Sampled 14:20 • Est.Wind(mph) NA Yd'Placed 10.8 Time Placed 15:10 Est. Rh(%) 0 Time In Truck(mins) 97 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area(in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) TypelRemark Strength(psi) Strength(psi) 0654137-73-C1\1 06/07/13 7 4.01 8.01 12.63 U 55070 2 4360 0654137-73-C1\2 06/28/13 28 4.01 8.01 12.63 U 77440 3 6130 4000 0654137-73-C1\3 06/28/13 28 4.01 8.01 12.63 U 76545 3 6060 4000 0654137-73-C1\4 06/28/13 28 4.01 8.01 12.63 U 79650 - 3 6310 4000 0654137-73-C1\5 07/26/13 56 U 4000 Average 28 Day Compressive Strength(psi) 6170 • Notes Remarks I.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end,C1314:Cone&Shear,3= 2.Specimen(s)Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Cone&Split, 3.Cnpping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231,C=Combined Applicable ASTM standards unless otherwise indicated: Slump: 0143. Form No:18970,Report No:CON:0654137-73-CI ©2000-2011 OESTLab by Spectra0EST.corn Page 1 of 1 Professional Service Industries,Inc. i f uo ci p• Info. nnotion 6032 N.Cutter Circle,Suite 480 ( P'7717 Portland,OR 97217 7 ! To Build On Phone:(503)289-1778 t.Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report • Report No: CON:0654I Issue ssue 37-22-Cl 3 3 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON these test results apply only to the specific locations and materials noted and / may not represent any other locations or elevations.This report may not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in tut,without written permission by Professional Service 5570 CAITLIN NUGENT Industries,Inc.it a non-compliance appears on this report,to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 ERIC EVENSON PSI scope of engagement. KOB RT CASTILE ICH Project: WM 4178-00 SPRINGFIELD OR TO ROBERT CASTILE SPRINGFIELD, OR WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 7/8/2013 Mix Data Supplier Knife River Plant Knife River Prestress Mix Identification 24RNE5300 Specified Design Strength(psi) 3500 at age 28 days Details of Sample Date Sampled 5/8/2013 Date Received 5/10/2013 Measured Specified Slump(in) ASTM C 143 5.00 General Location SOG D.6-F.5 at2.8-4.6.F.5 at 1.2-6,F.5 to E.6 at 5.7 Slump w/plasticizer(in) N/A Sample Location SOG 3.9.4,5 at 0.5-El Air Temp(°F) 50 Curing Method One day Field/Laboratory Cure Concrete Temp 1°F) ASTM C 1064 69 Field Sample No Field Cure Temp(°F) High 81 Air Content(%) ASTM C 231 1.70 Low 55 Unit Weight(pcf) ASTM C 138 Contractor Dynasty Concrete Batch Size(yd°) 10 Truck No. 694 Ticket No. 3975386 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Dale Russet Time Batched 06:28 Weather Sunny Time Sampled 07:20 Est.Wind(mph) NA Yd'Placed 10.0 Time Placed 07:40 Est.Rh(%) 0 Time In Truck(mins) 72 Compressive Strength of Concrete Cylinders ASTM C 39 Specimen ID Date Tested Age Dimensions(in) Area (in') Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(lbf) Type/Remark Strength(psi) Strength(psi) 0654137-22-C1\1 05/15/13 7 4.00 8.02 12.57 U 66590 2 5300 0654137-22-C1\2 06/05/13 28 4.01 8.00 12.63 U 90565 3 7170 3500 0654137-22-C1\3 06/05/13 28 4.01 8.00 12.63 U 88980 3 7050 3500 0654137-22-C1\4 06/05/13 28 4.01 8.00 12.63 U 90495 2 7170 3500 0654137-22-C1\5 07/03/13 56 4.01 8.02 12.63 U 100320 3 7940 3500 Average 28 Day Compressive Strength(psi) 7130 Notes Remarks 1.Santpling to ASTM C 172 Fracture Type/Remarks:2=C39.Vert crack/cone opposite end;C1314:Cone 8 Shear,3= 2.Specimentsl Prepared to ASTM C 31 C39:Vert cracking/no cones:C1314:Gone&Split, 3 Capping B=Bonded ASTM C 617,U=Unbonded ASTM C 1231.C=Combined Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No: 18970,Report No:CON:0654137-22-C1 ®2000-20110ESTLab by Spectra0EST.corh Page 1 of 1