- Home
- Concrete Test Report Report ID: 90956
- Edit Download Report
Concrete Test Report
Date :03/05/2026
Project No :2025C280
Client Company :WSP
Arrival Time :02/10/2026
Onsite Hours :
Name of the Project :Lee Road
Project Location :Douglasville
Weather :
Departure Time :02/10/2026
ASEC Technician Name :Balu Mylabathula
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 :A
Date Sampled :02/09/2026
Sampled By :Balu Mylabathula
Contractor :C&G Concrete Construction
Truck Number :N/A
Time Batched :N/A
Location of Placement :Sidewalk
Number of samples cast :5
Ambient Temperature (°f) :54
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026-022
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :Thomas
Mix ID :N/A
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :60
Air Content (%) :5.5
Unit Weight (pcf) :138.6
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 |
|---|---|---|---|---|---|---|---|---|---|
| A | 02/16/2026 | 02/16/2026 | 7 | 3.90 | 11.95 | 18065 | 1510 | 50.3 | Type 2 |
| B | 03/11/2026 | 03/11/2026 | 28 | 4.00 | 12.57 | 29550 | 2350 | 78.3 | Type 2 |
| C | 03/11/2026 | 03/11/2026 | 28 | 4.00 | 12.57 | 28038 | 2230 | 74.3 | Type 2 |
| D | 03/11/2026 | 03/11/2026 | 29 | 4.00 | 12.57 | 29036 | 2310 | 77.0 | Type 2 |
| E | 04/08/2026 | 04/08/2026 | 57 | 3.75 | 11.04 | 35082 | 3180 | 106.0 | 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, March 5, 2026
Reviewer Name / DateKenneth Mosman, May 27, 2026