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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-20 (5) /" O Professional Service Industries,Inc. 6032 N.Cutter Circle,Suite 480 C o InOnnataon Portland.OR 97217 7.2--- 7Q g,U ",....9221.To Build On CCB N .1(503)289-1778 (Engineering■Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-50-C2 Issue Noo 1 1 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 DAVID NICHOLS reproduced,except in full.without written permission by Professional Service 5570 ERIC EVENSON 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 me BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH PSI scope of engagement. ROBERT CASTILE Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU SPRINGFIELD, OR —r_ Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 5/27/2013 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 5/20/2013 Date Received 5/22/2013 Measured Specified Slump(in) General Location CMU infill B at 5-6 to 4'in height Slump w/plasticizer(in) N/A Sample Location CMU 8"infill at GL B at 5-6 to 4'in height Air Temp(°F) 61 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM c 1o64 71 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(pcf) ASTM C 138 Contractor SD Deacon Batch Size(yd°) 12 Truck No. 695 Ticket No. 3975704 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Kenneth Jordison Time Batched 12:13 Weather NA Time Sampled 12:45 Est.Wind(mph) NA Yd3 Placed 12.0 Time Placed 13:10 Est.Rh(%) 0 Time In Truck(mins) 57 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) 0654137-50-C2\1 05/27/13 7 3.12 3.51 6.14 0 B 57040 3 5210 0654137-50-C2\2 05/27/13 7 3.31 3.48 6.16 0 B 57835 3 5030 0654137-50-C2\3 06/17/13 28 B 2000 0654137-50-C2\4 06/17/13 28 • B 2000 Average 28 Day Compressive Strength(psi) - 7 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:0654137-50-02 ©2000-2011 OESTLab by SpechaOEST.com Page 1 of 1