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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-22 (10) /' _ info } Professional Service Industries,Inc. f ° � tion 6032 N.Cutter Circle,Suite 480 Portland,OR 97217 i To Build On CCB No.176269 CZ- 3 7 0 Phone'. 503 289-1778 Enneering• Consulting • Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:06No: 1 Isssue sue 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 full,without written permission by Professional Service 5570 .ERIC EVENSON lndustnes,Inc.Ifa non-compliance appears on this report,to the extent that the reported non-compliance impacts the protect,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 —Z Approved Signatory.Deborah Priest(Specal Project Manager) Date of Issue: 5/27/2013 General Field Data Technician: Glenn Meek Test Date: 5/22/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Yards Slump(in) Air Content Air Temp. Concrete Made Batched Unloaded Placed (Ye) (°F) Temp.(°F) 0654137-52-01 4 NA I 50 54 0654137-52-02 4 3975740 06:30 07:30 1,5 10.00 43 63 Location & Remarks General Location: 8"cmu wall at GL A at 2.6-4.8 Set No. Location Remarks 0654137-52-C1 '8"cmu wall GL A at 3-3.3 to 2nd course L General Location: 8"cmu walls at GL B at 5-6 and GL A at 2.6-4.8 Set No. Location v Remarks , 0654137-52-C2 8"cmu wall GL B at 5-6 Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-52-C1 Knife River 'TYPE 12000 0654137-52-C2 Knife River ;2420G3K500 12000 • • Notes - Remarks Sampled from Revolving Drum Truck Miser(ASTM c 172.5.2.3) Applicable ASTM standards unless otherwise indicated: Making Samples: C31 (except sec. 10.1.2);Slump: 0143;Air Content: C231 (except sec.6);Temperature: C1064; Sampling: C172; Grout: 01019: Slump-Flow: C1611;Mortar: C109; Flow: C1437. Form No.18971.Report No:FC:0654137.52 ©2000-2011 OESTLab by SpecfraOESTcom Page 1 of 1