HomeMy WebLinkAbout32693-12-13-23-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 45F L 35F WIND: H 15 mph L 10 mph HUMID: H 40%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 #:Isolated pier footings- AP5, AP7, AP45, AP50, AP51, AP52, AP53, AP54, AP68,
AP85, AP86, AP100
Piers/ pedestals- AP3, AP4, AP5, AP7, AP8, AP9, AP10, AP11, AP45, AP46,
AP47, AP49, AP50, AP51, AP52, AP53, AP54, AP68, AP85, AP86, AP95, AP100
Drawing #'s:Plans By Rebars & Mesh/ R1.01, R1.02, R1.03, R1.04, R1.05,
R1.06, R1.07, Dated 10/17/23
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
WICKED WAVES CC INFLAT PARK
32693
Glenn Geikie
12/13/23
√
Sean Skorohod
√
√
√√
√
√
√
√