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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-3 Professional Service Industries.Inc. G Infonnation 6032 N.Cutter Circle.Suite 480 Portland,OR 97217 �� T''/' Build CCB No.OR 97 / h _ �� D .l[7✓ulCu, On Phone:(503)289-1778 ( L Engineering• Consulting • Testing Fax'.(503)289-1918 IL Report No: FC:06 Concrete Field Report Isssue sue No: 1 Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to toe 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 noncompliance 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 WILSON HU Approved Signatory:Deborah Pnest(Special Protect Manager) • Date of Issue: 6/12/2013 General Field Data Technician: Dale Russell Test Date: 6/3/2013 . Weather: Clear Test Results Set No. Specimens Ticket Time Time Cubic Yards Slump(in) Air Content Air Temp. Concrete , Made Batched Unloaded Placed (%) (°F) Temp.(°F) 0654137-94-C1 3 On site mixe I i 1 1.5 _ 78 • 75 •Location & Remarks General Location: Knee walls and columns East of gridline G Set No. Location Remarks j Cultured stone veneer mortar, On site stationary mixer 0654137-94-C1 East of gridline G from 1 to 1.8 Product used:SPEC MIX Mortar,type S w/TAMMS AKKRD-7T Additive, 1.5 oz per 80#bag. Cylinders breaks at 7,7,28 and 28 days. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-94-C1 '2000 • Notes Remarks • Sampled from Stationary Mixer(ASTM C 172.5.2.1) • Form No:18971.Report No:FC:0654137-94 02000-2011 OESTLab by SpectraOEST.com Page 1 of 1 •