- Home
- Concrete Test Report Report ID: 86242
- Edit Download Report
Concrete Test Report
Date :09/22/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :09/22/2025 11:00
Onsite Hours :03:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Sunny
Departure Time :09/22/2025 14:00
ASEC Technician Name :Sean Willett
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:
Concrete appeared to exhibit a high water/cement ratio as the slump was very high (more than 5 inches).
Field Test Data
Specimen Type Selection : Cylinder
Set Number :1
Date Sampled :09/22/2025
Sampled By :Sean Willett
Contractor :Bearing Engineering
Truck Number :N/A
Time Batched :N/A
Location of Placement :Cast in place wall footing
Number of samples cast :5
Ambient Temperature (°f) :88
Slump (in.) :8.5
Water added (gal.) :N/A
Laboratory Number :2025-042
Time Sampled :13:30
Weather Condition :Sunny
Concrete Supplier :Walker
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :85
Air Content (%) :5.5
Unit Weight (pcf) :143.6
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 | 09/29/2025 | 09/29/2025 | 7 | 3.97 | 12.40 | 39472 | 3180 | 90.9 | Type 3 |
| 2 | 10/20/2025 | 10/20/2025 | 28 | 3.98 | 12.44 | 54137 | 4350 | 124.3 | Type 2 |
| 3 | 10/20/2025 | 10/20/2025 | 28 | 3.98 | 12.46 | 52145 | 4180 | 119.4 | Type 2 |
| 4 | 10/20/2025 | 10/20/2025 | 28 | 3.99 | 12.52 | 50911 | 4070 | 116.3 | Type 5 |
| 5 | 11/17/2025 | 11/17/2025 | 56.041666666666664 | 3.99 | 12.52 | 56620 | 4520 | 150.7 | Type 3 |
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 / DateSean Willett, September 22, 2025
Reviewer Name / DateKenneth Mosman, November 24, 2025