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Concrete Test Report
Date :01/30/2026
Project No :2025C203
Client Company :WSP-GDOT
Arrival Time :01/30/2026
Onsite Hours :
Name of the Project :I-285/I-20 Interchange
Project Location :Atlanta
Weather :
Departure Time :
ASEC Technician Name :Austin Coleman
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (4 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/ 4 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/ 4 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:
GDOT Class AA Caisson, 3500psi at 28-day specification. Cylinders could not be transported to the laboratory within the first 48 hours due to inclement weather. Cylinder initial cure was 72 hours.
Field Test Data
Specimen Type Selection : Cylinder
Set Number :2026-017
Date Sampled :01/30/2026
Sampled By :Austin Coleman
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :WS-1 Bent 1 Driven H Piles
Number of samples cast :4
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-017
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :100700076089801
Quantity of Load (cu. yd.) :N/A
Sample Cast :1
Specified Strength :3500
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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 |
|---|---|---|---|---|---|---|---|---|---|
| A | 02/27/2026 | 02/27/2026 | 28 | 6.00 | 28.27 | 153379 | 5430 | 155.1 | Type 3 |
| B | 02/27/2026 | 02/27/2026 | 28 | 6.00 | 28.27 | 145711 | 5150 | 147.1 | Type 5 |
| C | 03/27/2026 | N/A | |||||||
| D | 03/27/2026 | N/A |
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, January 30, 2026