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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 38F L 34F 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 #:Runout tank wall footing: upper and lower
Column footings and pedestals
Drawing #'s:R1.01, R1.02, R1.06, R1.07 and R2.03, Dated 12/11/23
Remarks:A reinforcing steel inspection was performed for the above location. All reinforcing
steel inspected conformed with the appropriate drawings/ specifications.
Runout tank wall footing: upper and lower-
#4 Bars long way/ short way @ 12" on center, Z bars @ step @ 12" O.C., wall dowels @ 12"
O.C.= ok
Column footings and pedestals-
All column footings bars each way T+B, chairs, size, spacing and locations= ok
Peds bar size and count dowels, verst and stirrups= ok
AP15- F5/ C16H AP54- C34A AP82- F9/ C24C AP55- F8/ C24C
AP17/ 61- CFT2 AP30- F14/ C42 AP83- F4/ C240 AP89- F8/ C240
AP18- F5/ C16E AP63- F14/ C48 AP84- F7/ C24C AP90- F7/ C24C
AP20- F7/ C16F AP64- F10/ C24 AP85- C24C AP92- F7B/ C24E
AP53- C34A AP81- F8/ C24C AP86- C24
All required bars in place and tied= ok
No concrete was placed on this date at locations above.
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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Sean Skorohod
SUNNY
WICKED WAVES CC INFLAT PARK
32693
Robert Carter
01/03/24
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