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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-21 (6) Professional Service Intlustnes,Inc. �� 17 L nformation 6032 N.Cutter Circle,Suite 980 )/-r����7 TT Portland.OR 97217 /� � L/ V� To Build On Phone':(503)289-1778 512. J < D Engineering • Consulting• Testing Fax:(503)289-1918 A3 Concrete Test Report Report No: CON:0654137-34 :1 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 not be 2001 S E 10TH ST, MAIL STOP DAVID NICHOLS reproduced.except in lull,without written (sionby Professional Service 5570 ERIC EVENSON Industries,Inc.It a non-compliance appears rs permission ce on this report.to the extent that the reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH Ps scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/21/2013 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 Measured Specified Slump(in) ASTMC 143 5.00 General Location Stem walls Aal 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(%) ASTM C231 4.50 Low Unit Weight(pcf) ASTM C 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(%) 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) TypetRemark 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 U 4000 0654137-34-C1\3 06/11/13 28 U 4000 0654137-34-C1\4 06/11/13 28 U 4000 0654137-34-C1\5 Hold U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks 1.Sampling to ASTM C 172 Fracture Type/Remarks:2=039:Ven crack/cone opposite end;C1314:Cone&Shear. 2.Specimen(s)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated Slump: C143. 3 Capping B=Bonded ASTM C 617.U=unboncled ASTM C 1231,C=Combined Form No:18970,Report No'CON 0654137-34-C1 ©2000-2011 OESTLab by Specrra0EsTcom Page 1 of 1 Professional Service Industries,Inc. ac&o Information 6032 N Cutter Circle,Suite 480 /''�,�'7 Portland,OR 97217 /�..� fl CCB No.176269 L 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: 1 Client: WAL-MART STORES. INC. CC: BLAKE JOHNSON These test results apply only to 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 DAVID NICHOLS reproduced,except in full,without wntten permission by Professional Service 5570 ERIC EVENSON Industries,Inc.If a non-compliance appears on this report.to the extent that Me reported non-compliance impacts the project,the resolution is outside the BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSI scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/21/2013 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 Measured Specified Slump(in) ASTM C 143 5.00 General Location Stem walls Aat 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(°F) ASTM C 1064 77 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 4.50 Low Unit Weight(pcf) ASTM c 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(%) 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) TypelRemark Strength(psi) Strength(psi) 0654137-34-C1\1 05/21/13 7 4.01 8.01 12.63 U 51190 2 4050 0654137-34-CI\2 06/11/13 28 U 4000 0654137-34-C1\3 06/11/13 28 U 4000 0654137-34-C1\4 06/11/13 28 U 4000 0654137-34-C1\5 Hold U 4000 Average 28 Day Compressive Strength(psi) Notes Remarks '.Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite ene:C1314:Cone 8 Shear. 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'l8970.Report No'CON:0654137-34-C1 ©2000-2011 OESTLab by SpoctraoEST corn Page 1 of 1