HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-9 (2) �""°' Professional Service Industries.Inc.
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Portland OR 97217
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Engineering • Consulting •• Testing Fax (503)289-191 a
Report No: SIDF:0654137-28/1
Special Inspection Daily Field Report Issue No: 1
Client: WAL-MART STORES, INC. CC: BLAKE JOHNSON, These test results apply only to me specific locations and materials noted and may not
DAVID NICHOLS, represent any other locations or elevations.This report may not be reproduced.except in mi.
2001 S E 10TH ST without written cemlission by Prmessiona Service lndustnes,Inc.u a non-compliance
MAIL STOP 5570 ERIC EVENSON, appears onthis report,to the ealentthattte reported roncomdianceimpaos the proiec.the•
BENTONVILLE, AR 72716-5570 KATYRYN resolution ispmsmethe PV swiss of m
ergaaame .
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RORER /2
ROBERT CASTILE,
Project: WM 4178-00 SPRINGFIELD OR TO WILSON HU
SPRINGFIELD OR Approved Signatory:Deborah Priest (Special Project Manager)
Date of Issue:5/15/2013
Date: 5/9/2013 General Contractor: SD Deacon
. Permits: 811-SPR2012-02370 Weather: Exterior/Temps. 56 to 83 degrees F.
Type of Inspection Performed
® Reinforced Concrete ❑ Structural Masonry ❑ High Strength Bolting ❑ Fireproofing Z New Inspection ❑ Re-Inspection
❑ Reinforcing Steel ❑ Soils ❑ Welding ❑ Other Standby Time:
Field Observations & Comments
D Special Inspection ❑ Continuous ® Periodic
Location(s)/Item(s):
6'-0"truck well screen wall continuous spread footing at grid line A from 2.6 to 4.8.
Referenced Details/Drawings:
# 5's at 12"on center top and bottom
(8)#4's cont. top and bottom
Verts:
#5's with ACI standard hook at 16"on center, alternating at center line of wall. Inspected for required clear space of 3" for the bottom and
sides and 2"for the top.
Sheet S2, details 8 and 9 and 14.
Remarks:
On site as requested by the client for periodic re-steel placement inspections throughout the day at the location mentioned above.
Inspected reinforcing steel as per details and general notes of the approved plans and specifications. Re-steel appears to be in place
with the required clear spacing as per the details of the approved plans and specifications. Final re-steel inspection will be completed in
the morning prior to the concrete pour scheduled for 9:00 am.
To the best of PSI's knowledge, the work inspected to the approved construction documents are:
® Conforming ❑ Non-Conforming
Inspector: Dale Russell Inspector Cart No.: ICC#8005920
Jobsite Representative:
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