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Concrete Test Report
Date :07/22/2022
Project No :2022C186
Client Company :Excellere
Arrival Time :07/22/2022 09:00
Onsite Hours :07:00
Name of the Project :Midblock Crosswalks
Project Location :Alpharetta
Weather :Clear and Sunny
Departure Time :07/22/2022 16:00
ASEC Technician Name :Jamal Geathers
Concrete Placement Information
Location(S):
Testing:
1 Set of concrete specimens (5 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: 1 Sets of concrete cylinders/ 5 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: 1 Sets of concrete cylinders/ 5 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:
Field Test Data
Set Number :1
Date Sampled :07/22/2022
Sampled By :Jamal Geathers
Contractor :Excellere
Truck Number :
Time Batched :
Location of Placement :
Number of samples cast :5
Ambient Temperature (°f) :80
Slump (in.) :4
Water added (gal.) :
Laboratory Number :
Time Sampled :
Weather Condition :Clear and Sunny
Concrete Supplier :Ready Mix USA
Mix ID :
Quantity of Load (cu. yd.) :
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :82
Air Content (%) :4.9
Strength Test Results
Specimen Number | Age (days) | Date Tested | Dia(in.) | Area (sq in.) | Maximum Loads (lbs) | Strength (lbs) | % Design Strength | Type of Fracture |
---|
UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138, C143, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER.
(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed
Technician Signature / DateKenneth Mosman, July 22, 2022
Reviewer Name / DateRamchandra Mogulla, February 24, 2023