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Concrete Reinforcing Steel Report
Briggs Engineering & Testing PROJECT:
A Division of PK Associates, Inc.PROJECT#:
INSPECTOR:
EMP.#:REPORT#:DATE:CODE:
PAGE OF
TEMP.:H 50F L 40F WIND: H 15 mph L 10 mph HUMID: H 85%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 #:Spread footings- at AP59, AP13 & 62, AP12, AP102, AP19
Piers/ pedestals- at AP59, AP 13 & 62, AP12, AP102, AP19, AP61, AP63, AP17,
AP18, AP20, AP60, AP64
Runout tank walls- elevations E, F, G, H
Drawing #'s:Plans By Rebars & Mesh/ R1.01, R1.02, R1.03, R1.04, R1.05,
R1.06, R1.07, Dated 10/17/23
Plans By Rebars & Mesh/ R2.03, R2.04, Dated 12/27/23
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
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Sean Skorohod
WICKED WAVES CC INFLAT PARK
32693
Robert Carter
01/10/24
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Sean Skorohod
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