HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-5 (3) Professional Service Industries,Inc.
pInformation 6032 N.Cutler Circle,Suite 480
/�- -7 ']' Build Portland,OR 97217 �r
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Phone:(503)289-1778 ��` �O
Engineering • Consulting • Testing Fax:(503)289-1918
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 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 hat
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 r
SPRINGFIELD, OR ROBERT CASTILE -
7 /
WILSON HU Approved Signatory:Deborah Pdesl(Special Protect Manager)
Date of Issue: 6/11/2013
General Field Data
Technician: Glenn Meek
Test Date: 6/5/2013
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)
0654137-90-C1 4 NA r 1 1 66 74
Location & Remarks
General Location: Cultured Stone GL G.2 at 1,G.2 at 1.7,G.7 at 1 and g.7 at 1.7
Set No. Location Remarks
0654137-90-C1 Same as General Location
Mix Data
Set No. Supplier Mix Design Strength(psi)
0654137-90-C1 'TYPE 12000
Notes Remarks
Sampled from Revolving Drum Truck Mixer(ASTM C 172,5.2.31 Applicable ASTM standards unless otherwise indicated: Making
Samples: C31 (except sec. 10.1.2); Slump: C143;Air Content: C231
(except sec.6);Temperature: C1064; Sampling: C172; Grout: C1019;
Slump-Flow: C1611; Mortar: C109; Flow: C1437.
Form No: 18971.Report No:FC:0654137-90 512000-2011 QESTLab by Spectra0ESTcom Page 1 of 1