HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-17 ^ Professional Service Industries.Inc.
fr=05)(l 0°,7 Information 6032 N.Cutter Circle.Suite 480
ll °'LToBuild Portland,OR 97217
On CCB No. 176269 /� _,�� /,
Phone:(503)289-1778 0
Engineering • Consulting • Testing Fax:(503)289-1918
Reinforcing Steel Observation Report Report No: RSI:065 Issue N o:: 1
Issue N 1
Client: WAL-MART STORES, INC. CC: These test results apply only to the specific locations and materials noted and may not
2001 S E 10TH ST represent any other locations orelevations.ThisromUamaynotbereproduced.except
BLAKE JOHNSON, ERIC n ten,without vduen by Professional Service Industries.Inc.If a non
MAIL STOP 5570
compliance appears on this report,m the extent that the,mooed non compranae
EVENSONr KATYRYN impacts the pnoien.the resole is outside the PSI scope of engagement.
BENTONVILLE,AR 72716-5570 CASTILE,WILSON ROBERT 0"—L_/r CASTILE,WILSON HU,
YONG HO
Project: WM 4178-00 SPRINGFIELD OR TO
SPRINGFIELD, OR Approved Signatory: Deborah Priest(Special Project Manager)
Dale of Issue: 6/18/2013
General Details
Date: 6/17/2013 Technician: Dale Russell
Weather: Clear
General Location: Walmart Neighborhood Market#4178
Location
❑Footing El Slab-On-Grade ❑Elevated Slab . ❑Piers ❑Columns
❑Beam ❑Pilaster ❑Wall Panel ['Foundation Wall
❑Other: Compactor 5.0.0
General Details (cont.)
•
Building/Unit No. #4178-00
Elevation (ft):
Specific Location (grid lines):gridline A.7-B from 2.6-4.0
Plans Used: o Contract Drawings ❑Approved Shop Drawings
Current Date and Revision/Submittal No. on Drawings: 11-2-12
Drawing (page) and Detail Nos.: S1. S2.1 / 12
Reinforcing Steel
Size & number of bars as specified Yes Bars properly tied and positioned Yes
Lap lengths as specified Yes Bars properly supported on chairs,..,Yes
Spacing of bars as specified Yes Bars clean (no foreign matter) Yes
Dowels in place and tied Yes Clearance around rebar as specified Yes
Epoxy coating specified N/A Rebar epoxy coated N/A
Non-Conformance Items
Description Who Notified How/ Date Corrected
Comments
W6 x 6 welded wire fabric placed from end of 11-4" thickend edge at gridline A.7-B from 3.6-4.0 with required minimum (2)
square lap, all wire matt was placed in the upper 2"of slab.
02000-2013 QESTLab by SpectraDEST.com Page 1 oI 1