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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-30 (4) ( 10-11 . Professional Service Industries,Inc. g. In f bnnlation soa2 N.Cutter circle,Suite 480 -a Portland,OR 97217 ? n .To Build On Phone (503)289-1778 �l,--z370 Engineering• Consulting• Testing Fax:(503)289-1918 Concrete Test Report Report No: CON:0654137-72-:1 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 nu be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced,except in full.without nceawritten permission yProtheeaentthce 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 DAVID NICHOLS PSI scope of engagement. ERIC KATYRYN �� Project: WM 4178-00 SPRINGFIELD OR TO KATYRYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory.Deborah Priest(Special Project Manager) Date of Issue: 6/9/2013 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 5/30/2013 Date Received 6/3/2013 Measured Specified Slump(in) ASTM c 143 10.00 General Location 8"cmu walls G.2 at 1-1.5,G.7 at 1-1.5 to 8th course Slump w/plasticizer(in) N/A Sample Location 8"cmu wall G at 1.4-1.6 to 11th course Air Temp(°F) 69 Curing Method One day Field/Laboratory Cure Concrete Temp(°F) ASTM C 1064 Field Sample No Field Cure Temp(°F) High Air Content(%) ASTM c 231 55.00 Low Unit Weight(pcf) ASTM c 138 Contractor Batch Size(yds) 4 Truck No. 064 Ticket No. 3945923 Water Added(gal) Before Sampled By Glenn Meek After Submitted By Glenn Meek Time Batched 12:30 Weather Overcast Time Sampled 14:00 Est.Wind(mph) NA Yds Placed 4.0 Time Placed 14:30 Est. Rh(%) 0 Time In Truck(mins) 120 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) rypetRemark Strength(psi) Strength(psi) 0654137-72-C2\1 06/06/13 7 3.21 3.24 6.11 0 B 39935 3 3850 0654137-72-C2\2 06/06/13 7 3.34 3.36 6.14 0 B 43700 3 3910 0654137-72-C2\3 06/27/13 28 B 2000 0654137-72-C2\4 06/27/13 28 B 2000 Average 28 Day Compressive Strength(psi) Notes Remarks Fracture Type/Remarks:3=C39:Vert cracking/no cones,01314:Cone&Split, Applicable ASTM standards unless otherwise indicated: Slump. C143. Form No'18970.Report No:CON0654137-72-C2 ©200'-2011 OESTLab by Spectra0ESTcom Page 1 of 1