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Concrete Test Report
Date :03/21/2024
Project No :2023C159
Client Company :CW Matthews
Arrival Time :03/21/2024 13:30
Onsite Hours :04:00
Name of the Project :Airfield Repairs 2021-23
Project Location :HJAIA, Atlanta, GA
Weather :sunny
Departure Time :03/21/2024 17:30
ASEC Technician Name :Aminullah Azimi
Concrete Placement Information
Location(S):
Testing:
0 Set of concrete specimens (0 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: 0 Sets of concrete cylinders/ 0 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: 0 Sets of concrete cylinders/ 0 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 :N/A
Date Sampled :03/21/2024
Sampled By :Aminullah Azimi
Contractor :
Truck Number :806
Time Batched :12::58
Location of Placement :Air field slop repair at eastern MH
Number of samples cast :0
Ambient Temperature (°f) :
Slump (in.) :2.5
Water added (gal.) :
Laboratory Number :N/A
Time Sampled :1:48
Weather Condition :sunny
Concrete Supplier :Ernst
Mix ID :40CA15PA
Quantity of Load (cu. yd.) :8
Sample Cast :0
Specified Strength :4000
Concrete Temperature(°f) :67
Air Content (%) :2.6
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 / DateAminullah Azimi, March 21, 2024
Reviewer Name / DateKenneth Mosman, March 28, 2024