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Concrete Test Report
Date :05/02/2025
Project No :2024C314
Client Company :Manhatten Const.
Arrival Time :05/02/2025 7:00
Onsite Hours :07:30
Name of the Project :Concourse B Grease Receptors
Project Location :HJAIA
Weather :sunny
Departure Time :05/02/2025 14:30
ASEC Technician Name :Aminullah Azimi
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (7 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: 1 Sets of concrete specimens/ 7 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: 1 Sets of concrete specimens/ 7 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:
7 beams
Field Test Data
Set Number :beam
Date Sampled :05/02/2025
Sampled By :Aminullah Azimi
Contractor :Manhattan
Truck Number :2089
Time Batched :11:13
Location of Placement :Grease traps see pictures
Number of samples cast :7
Ambient Temperature (°f) :81
Slump (in.) :2.5
Water added (gal.) :N/A
Laboratory Number :beam
Time Sampled :12:10
Weather Condition :sunny
Concrete Supplier :Argos
Mix ID :70JAF0534
Quantity of Load (cu. yd.) :24
Sample Cast :1
Specified Strength :2000
Concrete Temperature(°f) :87
Air Content (%) :3.5
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 | 05/02/2025 | 05/05/2025 | 3 | ||||||
| 2 | 05/02/2025 | 05/09/2025 | 7 | ||||||
| 3 | 05/02/2025 | 05/09/2025 | 7 | ||||||
| 4 | 05/02/2025 | 05/30/2025 | 28 | ||||||
| 5 | 05/02/2025 | 05/30/2025 | 28 | ||||||
| 6 | 05/02/2025 | 07/31/2025 | 90 | ||||||
| 7 | 05/02/2025 | 07/31/2025 | 90 |
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 2, 2025
Reviewer Name / DateKenneth Mosman, May 07, 2025