- Home
- Concrete Test Report Report ID: 94192
- Edit Download Report
Concrete Test Report
Date :05/12/2026
Project No :2026C101
Client Company :Artisan
Arrival Time :
Onsite Hours :
Name of the Project :Seven Hills PHASE 13, UNIT 4 Lots
Project Location :Dallas
Weather :
Departure Time :
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 :N/A
Date Sampled :03/25/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-070
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :1
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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 |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 04/01/2026 | 04/01/2026 | 7 | 3.97 | 12.38 | 27878 | 2250 | Infinity | Type 1 |
| 2 | 04/22/2026 | 04/22/2026 | 28 | 3.97 | 12.38 | 38067 | 3070 | Infinity | Type 3 |
| 3 | 04/22/2026 | 04/22/2026 | 28 | 3.97 | 12.38 | 37762 | 3050 | Infinity | Type 2 |
| 4 | 04/22/2026 | 04/22/2026 | 28 | 3.97 | 12.38 | 39299 | 3170 | Infinity | Type 2 |
| 5 | 05/20/2026 | 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, May 12, 2026
Reviewer Name / DateKenneth Mosman, May 25, 2026