HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-24 (2) •
G Professional Service Industries,Inc.
a n Information 6032 N.Cutter Circle,Suite 480
((��v/7 Portland,OR 97217
L �� To Build On
Phone:(503)289-1778 -,2,370
Engineering• Consulting • Testing Fax'.(503)289-1918
Concrete Field Report Report No: FC:06s1
Issuue e N No:o: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON These test results apply only to the specific Locations and matenals noted and
may not represent any other locations or elevations.This report may not be
2001 S E 10TH ST, MAIL STOP DAVID NICHOLS reproduced,except in full.without written permission by Professional Service
5570 ERIC EVENSON 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 KATYRYN JERKOVICH PSI scope of engagement.
ROBERT CASTILE
Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU
SPRINGFIELD, OR
Approved Signatory:Deborah Priest(Special Project Manager)
Date of Issue: 5/28/2013
General Field Data
Technician: Dale Russell
Test Date: 5/24/2013
Weather: Overcast with wind
Test Results
Set No. Specimens Ticket Time Time Cubic Slump(in) Air Content Air Temp. Concrete Unit Weight
Made Batched Unloaded Yards (%) ("F) Temp.(°F) (Ib/ft')
Placed
—
2 to 4 3.5 TO 6.5
__—..
0654137-60-C1 5 3975813 08:26 I 09:10 I 25.8 I 4.00 I 1.60 53 62 147.0
Location & Remarks
General Location: Interior,6" freezer topping slab,truck dock walls,5 1/2"S.O.G.
Set No. Location Remarks
6"freezer topping Slab
Grids B-6.4 from 3.2 to 4 Mix ID 081-7RNE5300,Cylinder frequency at 7,28,28,28,H
0654137-60-C7 5 1/2"interior S.O.G. first two loads place with the use of a pump truck,last load place '
Grids A.5-B from 2.4 to 6 directly from mix truck into forms.
Truck dock walls and S.O.G.
Grids A.1-A.5 from 2.4 to 2.6 ,
Mix Data
Set No. Supplier _ — Mix Design Strength(psi)A.
065413760-C1 Knife River :7RNE5300 3500
•
Notes Remarks
Form No:1597 .Report No:F0:0654137-60 02000.2011 OESTLab byspectraoESTcom Page 1 of 1