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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-5 (2) II Professional Service Industries,Inc. • Ink�7nation 6032 N.Cutter Circle,Suite 480 EN y Portland.OR 97217 D C'�Q .To Build On Phone:(503)289-1778 Engineering • Consulting• Testing Fax:(503)289-1918 Concrete Field Report Report No: FC:0654137-96 No: 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 not be 2001 S E 10TH ST, MAIL STOP BOB GARRISON reproduced.except in lull,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 protect,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 RYN JERKOVICH SPRINGFIELD, OR ROBERT CASTILE WILSON HU Approved Signatory:Deborah Priest(Special Project Manager) Date of Issue: 6/12/2013 General Field Data Technician: Dale Russell Test Date: 6/5/2013 Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Slump(in) Air Air Temp. Concrete Unit Yield.(ft') Made Batched Unloaded Yards Content (°F) Temp.(°F) Weight Placed (%) - (lb/ft') 0654137-96-C1 5 3978363 09:18 l 09:30 ' 8.0 4.25 t 5.80 69 74 139.8 i 8.0 Location & Remarks General Location: parking lot, East side of building. Set No. Location Remarks t 0654137-96-C1 South side of center island, East and West ends. lAII concrete placed was hand consolidated and hand finished. Mix Data • Set No. Supplier Mix Design Strength(psi) _ 0654137-96-C1 Knife River 081-35NE9C00 3500 Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172.5.2.3) For No:18971,Report No.FC:0654137-96 ©2000-2011 QESTLab by SpectraoEST.com Page 1 of 1