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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-1 (3) ,d i�� Professional Service Industries,Inc. In onnation Port n.Cutler 7217 Suite 480 f / 6032 N. OR 97217 To✓u�`'d On Phone:(503)289-1778 512- 237v Engineering • Consulting • Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541 N Issue ssue No:o: 1 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 full,without written permission by Professional Service 5570 ERIC EVENSON 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 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: 5/13/2013 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) ASTMC 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(°F) ASTM C 1064 61 Field Sample No Field Cure Temp(°F) 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(in2) Type of Ultimate Fracture Compressive Required (Days) Diameter Height Cap Load(Ibf) Type/Remark 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 U 3500 0654137-16-C2\3 05/29/13 28 U 3500 0654137-16-C2\4 05/29/13 28 U 3500 0654137-16-C2\5 06/26/13 56 U 3500 Average 28 Day Compressive Strength(psi) Notes Remarks I Sampling to ASTM C 172 Fracture Type/Remarks:2=C39:Vert crack/cone opposite end;01314:Cone&Shear, • 2.Specimenls)Prepared to ASTM C 31 Applicable ASTM standards unless otherwise indicated: Slump: C143. 3.Capping B=Bonded ASTM 0 617,U=Unbonded ASTM C 1231,C=Combined Form No:18970,Report No:CON:0654137-16-C2 ©2000-2011 OESTLab by Spectra0EsTcom Page 1 of 1