HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-3 Professional Service Industries.Inc.
G Infonnation
6032 N.Cutter Circle.Suite 480
Portland,OR 97217
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Engineering• Consulting • Testing Fax'.(503)289-1918
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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 •