- Home
- Concrete Test Report Report ID: 89943
- Edit Download Report
Concrete Test Report
Date :01/13/2026
Project No :2025C203
Client Company :WSP-GDOT
Arrival Time :
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 specification AAA Concrete, 5,000 PSI. 56 days to be tested if the 28-day test fails to meet the specification.
Field Test Data
Specimen Type Selection : Cylinder
Set Number :2026-004
Date Sampled :01/13/2026
Sampled By :N/A
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :Bent #4 NW-3B
Number of samples cast :4
Ambient Temperature (°f) :N/A
Slump (in.) :4.5
Water added (gal.) :N/A
Laboratory Number :2026-004
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :Ernst Concrete
Mix ID :100700076089671
Quantity of Load (cu. yd.) :N/A
Sample Cast :1
Specified Strength :5000
Concrete Temperature(°f) :63
Air Content (%) :3.9
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 | 02/10/2026 | 02/10/2026 | 28 | 6.00 | 28.23 | 160717 | 5690 | 113.8 | Type 2 |
| B | 02/10/2026 | 02/10/2026 | 28 | 6.00 | 28.27 | 165158 | 5840 | 116.8 | Type 2 |
| C | 03/10/2026 | N/A | |||||||
| D | 03/10/2026 | 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 13, 2026