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Concrete Test Report
Date :03/20/2024
Project No :2023C159
Client Company :CW Matthews
Arrival Time :03/20/2024 12:00
Onsite Hours :04:00
Name of the Project :Airfield Repairs 2021-23
Project Location :HJAIA, Atlanta, GA
Weather :sunny
Departure Time :03/20/2024 16:00
ASEC Technician Name :Aminullah Azimi
Concrete Placement Information
Location(S):
Testing:
A Set of concrete specimens (4 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: A Sets of concrete cylinders/ 4 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: A Sets of concrete cylinders/ 4 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:
observed the placement of 8 cubic yards concrete, for 27R Slop repair Western top of MH,
Field Test Data
Set Number :A
Date Sampled :03/20/2024
Sampled By :Aminullah Azimi
Contractor :
Truck Number :268
Time Batched :12:46
Location of Placement :Western MH
Number of samples cast :4
Ambient Temperature (°f) :64
Slump (in.) :2
Water added (gal.) :
Laboratory Number :A
Time Sampled :1:55
Weather Condition :sunny
Concrete Supplier :Arness
Mix ID :40CAI5PA
Quantity of Load (cu. yd.) :8
Sample Cast :A
Specified Strength :4000
Concrete Temperature(°f) :65
Air Content (%) :3
Strength Test Results
| Specimen Number | Age (days) | Date Tested | Dia(in.) | Area (sq in.) | Maximum Loads (lbs) | Strength (lbs) | % Design Strength | Type of Fracture |
|---|---|---|---|---|---|---|---|---|
| 1 | 7 | 03/27/2024 | 8 | NaN | 0.0 | |||
| 2 | 28 | 04/17/2024 | 8 | |||||
| 3 | 28 | 04/17/2024 | 8 | |||||
| 4 | 90 | 06/18/2024 |
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, March 20, 2024
Reviewer Name / DateKenneth Mosman, March 28, 2024