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Concrete Test Report
Date :01/13/2026
Project No :2025C280
Client Company :WSP
Arrival Time :01/13/2026 09:50
Onsite Hours :02:30
Name of the Project :Lee Road
Project Location :Douglasville
Weather :Clear
Departure Time :01/13/2026 12:20
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:
Field Test Data
Specimen Type Selection : Cylinder
Set Number :2026-005
Date Sampled :01/13/2026
Sampled By :Catherine Lanier
Contractor :Curb and Gutter Contracting Co.
Truck Number :1510
Time Batched :10:38
Location of Placement :Intersection of Lee Rd and County Line Rd
Number of samples cast :5
Ambient Temperature (°f) :48
Slump (in.) :1.5
Water added (gal.) :N/A
Laboratory Number :2026-005
Time Sampled :12:00
Weather Condition :Clear
Concrete Supplier :Thomas
Mix ID :190341
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :60
Air Content (%) :4.0
Unit Weight (pcf) :144.0
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 | 01/20/2026 | 01/20/2026 | 7 | 3.97 | 12.38 | 60536 | 4890 | 163.0 | Type 3 |
| B | 02/10/2026 | 02/10/2026 | 28 | 3.96 | 12.35 | 77551 | 6280 | 209.3 | Type 2 |
| C | 02/10/2026 | 02/10/2026 | 28 | 3.95 | 12.25 | 75187 | 6140 | 204.7 | Type 2 |
| D | 02/10/2026 | 02/10/2026 | 28 | 3.95 | 12.25 | 73281 | 5980 | 199.3 | Type 5 |
| E | 03/11/2026 | 03/11/2026 | 56 | 3.95 | 12.25 | 91778 | 7490 | 249.7 | 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 13, 2026
Reviewer Name / DateKenneth Mosman, April 08, 2026