HomeMy WebLinkAbout32693-01-30-24-RS.xls - Compatibility Modec.r.s.i.rev2,02
Concrete Reinforcing Steel Report
Briggs Engineering & Testing PROJECT:
A Division of PK Associates, Inc.PROJECT#:
INSPECTOR:
EMP.#:REPORT#:DATE:CODE:
PAGE OF
TEMP.:H 32F L 25F WIND: H 15 mph L HUMID: H 73%L
Reinforcing steel was inspected for arrangement, cleanliness and checked against working drawings
and reference specifications of ACI-301 for the following items. Check marks indicate compliance.
All items in non-compliance are either corrected during inspection or noted below.
Size and location:Clearance to forms:
Grade Strength:Extra bars at openings:
Splice Lapping:Adequate ties:
Spacing:Concrete coverage:
Supports:Stirrup spacing:
Location and Drawing #:Footings sump 1, sump 2
Drawing #'s:R2.00, Dated 12/11/23
R2.05, Dated 12/13/23
Remarks:A reinforcing steel inspection was performed for the above location. All reinforcing
steel inspected conformed with the appropriate drawings/ specifications.
Note: All test results and findings contained within this report are limited to the areas indicated.
100 Weymouth St., Unit B-1, Rockland, Ma 02370
100 Pound Rd., Cumberland, RI 02864 Approved:
Director of Field Operations:YH
N/A
Sean Skorohod
CLOUDY
WICKED WAVES CC INFLAT PARK
32693
Mario Noel
01/30/24
√
Sean Skorohod
√
N/A
√√
√
√
√
√