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Concrete Test Report
Date :05/20/2025
Project No :2024C314
Client Company :Manhatten Const.
Arrival Time :05/20/2025 12:00
Onsite Hours :08:00
Name of the Project :Concourse B Grease Receptors
Project Location :HJAIA
Weather :cloudy
Departure Time :05/20/2025 20:00
ASEC Technician Name :Aminullah Azimi
Concrete Placement Information
Location(S):
N/A
Testing:
A Set of concrete specimens (6 per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The specimen 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)
Specimen
Pick Up: A Sets of concrete specimens/ 6 specimen 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: A Sets of concrete specimens/ 6 specimen 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:
Specimen were stored for the initial 24 hours.
Near the poured structure
In an insulated curing box
Other
Remarks:
Field Test Data
Set Number :A
Date Sampled :05/20/2025
Sampled By :Aminullah Azimi
Contractor :Manhattan
Truck Number :2089
Time Batched :2:34
Location of Placement :Concourse B Grease Interceptor
Number of samples cast :6
Ambient Temperature (°f) :74
Slump (in.) :N/A
Water added (gal.) :10
Laboratory Number :A
Time Sampled :3:00
Weather Condition :cloudy
Concrete Supplier :Argose
Mix ID :2000JSAIR-LOW SL
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :2000
Concrete Temperature(°f) :76
Air Content (%) :N/A
Unit Weight (pcf) :N/A
Strength Test Results
| Specimen Number | Scheduled Test Date | Date Tested | Age (days) | Dia(in.) | Area (sq in.) | Maximum Loads (lbf) | Strength (lbs) | % Design Strength | Type of Fracture |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 05/20/2025 | 05/23/2025 | 3 | 4 | |||||
| 2 | 05/20/2025 | 05/27/2025 | 7 | 4 | |||||
| 3 | 05/20/2025 | 06/17/2025 | 28 | 4 | |||||
| 4 | 05/20/2025 | 06/17/2025 | 28 | 4 | |||||
| 5 | 05/20/2025 | 07/15/2025 | 56 | 4 | |||||
| 6 | 05/20/2025 | 07/15/2025 | 56 | 4 |
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 / DateAminullah Azimi, May 20, 2025
Reviewer Name / DateKenneth Mosman, September 11, 2025