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Concrete Test Report
Date :03/22/2024
Project No :2023C159
Client Company :CW Matthews
Arrival Time :03/23/2024 7:30
Onsite Hours :07:00
Name of the Project :Airfield Repairs 2021-23
Project Location :HJAIA, Atlanta, GA
Weather :sunny
Departure Time :03/23/2024 14:30
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 :03/23/2024
Sampled By :Aminullah Azimi
Contractor :N/A
Truck Number :7240
Time Batched :11:06
Location of Placement :airport repair phase 1, south cargo
Number of samples cast :6
Ambient Temperature (°f) :62
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :6
Time Sampled :11:38
Weather Condition :sunny
Concrete Supplier :Argos
Mix ID :50CAX225
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :5000
Concrete Temperature(°f) :65
Air Content (%) :3
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 | 03/23/2024 | 03/26/2024 | 3 | 8 | |||||
| 2 | 03/23/2024 | 03/30/2024 | 7 | 8 | |||||
| 3 | 03/23/2024 | 04/06/2024 | 14 | 8 | |||||
| 4 | 03/23/2024 | 04/20/2024 | 28 | 8 | |||||
| 5 | 03/23/2024 | 04/20/2024 | 28 | 8 | |||||
| 6 | 03/23/2024 | 06/21/2024 | 90 | 8 |
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 22, 2024
Reviewer Name / DateKenneth Mosman, April 23, 2024