HomeMy WebLinkAbout32693-04-17-24-CP.xls - Compatibility ModeCONCRETE PLACEMENT INSPECTION
Briggs Engineering & Testing PROJECT:
A Division of PK Associates, Inc.PROJECT#:
INSPECTOR:
PAGE OF DATE:CODE:C26
TEMP.: H L WIND.: L H HUMID.: H L
Concrete Source:General Contractor:
Storage Location:Curing Box:Other:
Inspection completed as per ACI-301 and Contract Documents. A checklist of major items is presented.
All items in non-conformance are either corrected during inspection or noted herein. Detailed inspection
of reinforcing for size, quantity, grade, spacing and configuration is reported separately when performed.
Preplacement:
Weather Steel arrangement
Temp.Steel clearance
Forms for general requirements.Steel cleanliness
Grade preparation Steel supports
Placement:
Concrete placed within limits of ASTM C-94 and Contract Documents. Non-compliance items are either
corrected before placement or noted herein.Concrete sampled in accordance with ASTM C-172.
Unless otherwise noted all tests were conducted in accordance with ASTM's C31, C138, C143, C173,
C 231 and C1064 respectively.
ASTM C-94 Limits ASTM C-94 Limits
Time Limits 1-1/2 hrs. max.Temperature 50-90° F
Slump 4 - 7"Mixing 70-300 Rev.
Air content 4 - 7%Density ± 3 p.c.f.
Location:Wave pod stairs and infill next to pool wall
Remarks:
The following is a list of all trucks sampled. All other trucks were verified to be in conformance with ASTM C94
and Project specifications. Any trucks not in compliance with standards may be tested, and are noted herein.
Method of placement:Chute Pump Other
Load Arr.Truck No. of Mix Conc.Slump Air Air Conc.Conc.C.A.Cyl.Set Gals.Unit
No.Time No.Yds.Duration Temp.(in.)(%)Temp.Strength Strength Size Fabr.#added Weight
(min.)(°F)(°F)Deliv.Required water (pcf)
X 100 Weymouth St., Unit B-1, Rockland, Ma 02370
100 Pound Rd., Cumberland, RI 02864 Approved:
c.p.i. Rev. 3, 07 Director of Field Operations:YH
X
X
Cape Cod Ready Mix
60F
32693
Sean Ciampa
Tschanz Construction
Sean Skorohod
Total Cubic Yards Placed
WICKED WAVES CC INFLAT PARK
04/17/24
X
X
X
X
N/A
N/A
X
CLEAR
outside
X
X
10
X
X
X
90 70F 4"133/4 5
√10
(in.)
14500
45004.7%1:09 60F156
Sean Skorohod