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Concrete Test Report
Date :07/29/2024
Project No :2024C195
Client Company :CWM
Arrival Time :07/29/2024 07:00
Onsite Hours :18:00
Name of the Project :Ramp 21 Replacement
Project Location :HJAIA
Weather :Cloudy
Departure Time :07/30/2024 01:00
ASEC Technician Name :Solomon Cherie
Concrete Placement Information
Location(S):
Testing:
7 Set of concrete specimens (1 Cylinders per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The cylinders will remain on site for the initial 24-48 hrs curing.
Compliance:
Field placement of concrete appeared to be in accordance with the project specifications (i.e., slump, temperature, etc) (refer to remarks below)
Deviations and/or noncompliances were noted during the field placement (refer to remarks below)
Cylinders
Pick Up: 7 Sets of concrete cylinders/ 1 cylinders per set were picked up & transported to AS Engineering and Consulting LLC (ASEC) for curing and testing in accordance with ASTM C39, C670/1231
Pick Up: 7 Sets of concrete cylinders/ 1 cylinders per set were picked up & transported to AS Engineering and Consulting LLC (ASEC) for curing and testing in accordance with ASTM C39, C670/1231
Field Curing:
Cylinders were stored for the initial 24 hours
Near the poured structure
In an insulated curing box
Other
Remarks:
Arrival time was at 7:00 pm and departure time at 1:00 am. Moisture tests for sand (5.9%), No. 67 stone (2.09%) and No. 4 stone (1.06%) was measured following the onset of rain. Air content of concrete sampled was 6.6%
Seven (7) sets of beams were cast at the 117 cubic yards placement.
Technician Signature / DateSolomon Cherie, July 29, 2024
Reviewer Name / DateKenneth Mosman, July 31, 2024