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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 L WIND: H L √HUMID: H 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 #:Pumphouse: footing/ slab
Drawing #'s:R1.01, R1.02, R1.03, Dated 10/16/23
Remarks:A reinforcing steel inspection was performed for the above location. All reinforcing
steel inspected conformed with the appropriate drawings/ specifications.
Long way + short way #6 bars top + bottom= ok
Wall footing at step location was eliminated (step) thickened footing #6 bars continuous
in place of #4 bars with #6 wall dowels at 16" o.c.= ok
Wall dowels each face= ok (in pump slab)
(1) P3 Col. Pier and (3) P1 col. piers: pier dowels in place and tied= ok
(2) F12 Col. Footing with col. piers: #7 bars each way/ top + bottom= ok
Left side of pump house
Piers (20) #8 pier vert dowels= ok
Pier column back of pump house: C28B, C28A, C28, C24G, C24A, C24D + C16I= ok
Size and count= ok
Col. footings right side of pump house: (5) F6, (2) F3, (1) F8 and (1) F9= ok
Col. pier dowels (1) C30, (2) C16, (1) C30, (1) C34 and (4) C24A= ok
All required bars in place and tied.
No concrete was placed on this date.
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
Sean Skorohod
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√ (Sump Pump)
Sean Skorohod
SUNNY
WICKED WAVES CC INFLAT PARK
32693
Robert Carter
11/21/23
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