HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-9 (5) Professional Service Industries,Inc.
a 017 A Information 6032 N Cutler Circle,Suite 480
Portland,OR 97217 1
CCB No.176269
To Build On Phone(503)289-1778 `' 2..: 7D
Engineering • Consulting • Testing Fax (503)289-1918
Reinforced Concrete Observation Report Report No: RCI:06541
Issue e No:
Client: WAL-MART STORES, INC. CC:
2001 S E 10TH ST BLAKE JOHNSON,DAVID
MAIL STOP 5570 NICHOLS,ERIC EVENSON,
BENTONVILLE, AR 72716-5570 KATYRYN JERKOVICH,
ROBERT CASTILE,WILSON
•
HU
Project: WM 4178-00 SPRINGFIELD OR TO
SPRINGFIELD, OR
Approved ssue-story:
I
Date of ssue:
General Details
Date: 5/9/2013 Technician: Dale Russell
Weather:
Location: spread footing a,2.6 to 4.8
Plans Used:
Title:
Date: . Revision No:
Submittal/Revision Date: Detail Page No(s):
Formwork
Forms appear to be plumb.
Dimensions appear to be correct. •
Orientation appears to be correct
Debris appears to have been removed from formed areas.
Forms appear to be lubricated for removal.
Forms do not appear to be excessively deformed or damaged.
. Forms appear to be properly constructed.
Top of column elevation indicated in form.
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Field Observations & Comments
Vertical reinforcement appears to be correct size and number of bars.
Vertical reinforcement appears to have correct length of laps.
Ties appear to be correct size, number and spacing.
Ties appear to be concentrated at top of column as detailed.
Hooks provided appear to be as detailed.
Rebar cage appears to be tied to form as detailed.
Rebar cage appear to be centered in form as specified.
Reinforcing appears to have proper concrete cover.
Embedment plates appear to be correct size and have proper stud count and size.
Embedment plates appear to be located per contract documents.
'R4'indicates Re-Inspection is needed.
Comments
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