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Concrete Test Report
Date :06/09/2026
Project No :2026C122
Client Company :WSP
Arrival Time :05/11/2026 11:00
Onsite Hours :01:30
Name of the Project :Courtesy Pkwy Expansion
Project Location :Conyers
Weather :
Departure Time :05/11/2026 12:30
ASEC Technician Name :Michael Cius
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (3 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/ 3 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/ 3 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
Specimen Type Selection : Cylinder
Set Number :1
Date Sampled :05/11/2026
Sampled By :Michael Cius
Contractor :AL Lewis Construction Inc.
Truck Number :2137
Time Batched :11:21
Location of Placement :L Line Headwall
Number of samples cast :3
Ambient Temperature (°f) :N/A
Slump (in.) :4.5
Water added (gal.) :N/A
Laboratory Number :2026-142
Time Sampled :11:30
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :228000
Quantity of Load (cu. yd.) :8
Sample Cast :1
Specified Strength :GDOT Class B Specification
Concrete Temperature(°f) :80
Air Content (%) :4
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 | 06/08/2026 | 06/08/2026 | 28 | 3.98 | 12.44 | 46906 | 3770 | Infinity | Type 5 |
| 2 | 06/08/2026 | 06/08/2026 | 28 | 3.98 | 12.44 | 44043 | 3540 | Infinity | Type 6 |
| 3 | 06/08/2026 | 06/08/2026 | 28 | 3.98 | 12.44 | 47213 | 3800 | Infinity | Type 5 |
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 / DateCatherine Lanier, June 9, 2026
Reviewer Name / DateKenneth Mosman, June 24, 2026