HomeMy WebLinkAbout2022-04-19 - BRIGGS - Reinforcing Steel Report - Pump House Footings, Restroom Wallsc.r.s.i.rev2,02
Concrete Reinforcing Steel Report
Briggs Engineering & Testing PROJECT:
A Division of PK Associates, Inc.PROJECT#:
INSPECTOR:
DATE:CODE:
PAGE 1 OF 1 JOB HRS.:
TEMP.:H 56ºL 52ºWIND: H 20mph L 18mphHUMID: H 86%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 #:1)Pump House Ftn
2)Restroom Walls
Reference: S.101 and S.102 (4), (5), (6), (7) Date: 03-01-22
1)Pump House
D (4) #5's at 12" o/c E.W (3" Wire Chair Support at Bend to O.F)
Verts - #6's at 8" o/c (Hooks to O.F) and #5's at 12" at 12" o/c L.W (2 #5's Top)
D (5) #5's at 24" o/c + (3) #5's Continuous
D (6) #5's at 12" o/c E.W (3" Wire Chair Support at O.F Bends)
Verts #6's at 8" o/c and 5's at 12" o.c L.W
At Sump Pit D (7) #5's at 8" o/c (V) and #5's at 12" o/c L.W
#5's at 12" o/c E.W
2)Rest Room Walls
D (1) S-102 = #4's at 24" o/c
#5 Corner Bars and Set-up Bar
Remarks:A reinforcing steel inspection was performed for the above location.
*4" Clearance from Grade
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:MG
Sean Skorohod
2.0 + 68
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CC INFLATABLE PARK/W. YARMOUTH
31987
Bob Thomsen
04-19-22
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Sean Skorohod
CLOUDY
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NA