Loading...
HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-13 Professional Service Industries,Inc. if ° ]Information t�°.�n 6032 N.Cutter Circle,Suite 480 �7�(1�-rv`=1 b-r 7' Build Portland,OR 97217 4.'TZJi�7(2 .To Build On CCB N .1(503)289-1778 / Engineering• Consulting• Testing Fax:(503)289-1918 (.2 �� �� Concrete Field Report RepartNo: FC:065No: 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 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 WILSON HU Approved Signatory:Deborah Pnest(Special Project Manager) Date of Issue: 6/17/2013 General Field Data Technician: Dale Russell Test Date: 6/13/2013 Weather: Showers 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 (%) (1b/ft') 0654137-117-C1 5 3976273 12:30 I 13:10 ; 8.0 I 3.75 j 4.80 --- 63 68 I 142.6 8.0 Location & Remarks General Location: Store front - Set No. Location Remarks A1-Straightline is on site placing Knife River Mix ID#� 0654137-117-C1 Bollards placed along storefront from grids 1.4 to 6. 081-7RNE7E00,4000 psi structural concrete,plans require 3500 psi,per sheet C-9.0/1. Mix Data Set No. Supplier Mix Design Strength(psi) 0654137-117-C1 Knife River ;4000 Notes Remarks Sampled from Revolving Drum Truck Mixer(ASTM C 172,5.2.3) Form No:18971.Report No:FC:0654137-117 (D2000-2011 OESTLab by Spectra0EsT.com Page 1 of 1