HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-13 Professional Service Industries,Inc.
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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