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Concrete Test Report
Date :01/07/2026
Project No :2025C280
Client Company :WSP
Arrival Time :01/07/2026 9:30
Onsite Hours :02:00
Name of the Project :Lee Road
Project Location :Douglasville
Weather :Overcast
Departure Time :01/07/2026 11:30
ASEC Technician Name :Catherine Lanier
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (5 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/ 5 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/ 5 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:
The Ambient Temperature was 62°F, and the relative humidity was 90%. Specimens were initially cured in an insulated curing box adjacent to the concrete pour.
GDOT Type B Specification, required 2200psi compressive strength at 28 days.
Field Test Data
Specimen Type Selection : Cylinder
Set Number :2026-003
Date Sampled :01/07/2026
Sampled By :Catherine Lanier
Contractor :C&G Concrete Construction
Truck Number :1509
Time Batched :09:37
Location of Placement :Curb adjacent to roadway embankment, and easement from roadway to Cube Smart storage facility
Number of samples cast :5
Ambient Temperature (°f) :62
Slump (in.) :2
Water added (gal.) :N/A
Laboratory Number :2026-003
Time Sampled :10:40
Weather Condition :Overcast
Concrete Supplier :Thomas
Mix ID :190075
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :2200
Concrete Temperature(°f) :65
Air Content (%) :2.7
Unit Weight (pcf) :145.5
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 | 01/14/2026 | 01/14/2026 | 7 | 3.99 | 12.48 | 46200 | 3700 | 168.2 | Type 5 |
| B | 02/04/2026 | 02/04/2026 | 28 | 3.98 | 12.41 | 62212 | 5010 | 227.7 | Type 6 |
| C | 02/04/2026 | 02/04/2026 | 28 | 3.98 | 12.41 | 60180 | 4850 | 220.5 | Type 6 |
| D | 02/04/2026 | 02/04/2026 | 28 | 3.98 | 12.41 | 63122 | 5090 | 231.4 | Type 2 |
| E | 03/04/2026 | 03/04/2026 | 56 | 3.96 | 12.35 | 74364 | 6020 | 273.6 | Type 2 |
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 7, 2026
Reviewer Name / DateKenneth Mosman, March 06, 2026