Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (8) Professional Service Industries,Inc. Q Info�7nation 6032 N Cutter Circle,Suite 480 Portland,OR 97217 c�O Pros No.178286 �2_ 7 0 To Build On Phone:(503)289-1778 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:06541 N Issue ssue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to me 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 DAVID NICHOLS PSI scope of engagement. ERIC EVENSON Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE 0-2_ WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 5/30/2013 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 Bat 5-6 Air Temp(°F) 43 Curing Method Two day Field/Laboratory Cure Concrete Temp(°F) ASTM C 10c4 63 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM C 231 Low Unit Weight(prof) ASTMC 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) Type/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 B 2000 0654137-52-C2\4 06/19/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3 s C39:Vert cracking/no cones;C1314:Cone&Split, Applicable ASTM standards unless otherwise indicated: Slump: C143. Form No:18970.Report No:CON:0654137-52-C2 ©2000-2011 QESTLeb by SpectraQESTcom Page 1 of 1