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Concrete Test Report
Date :04/24/2026
Project No :2025C214
Client Company :Artisan
Arrival Time :04/24/2026 07:00
Onsite Hours :05:30
Name of the Project :NW Unit 4 BRIDGE (Materials Testing)
Project Location :Dallas
Weather :
Departure Time :04/24/2026 12:30
ASEC Technician Name :Charles Bolling
Concrete Placement Information
Location(S):
N/A
Testing:
3 Set of concrete specimens (6 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: 3 Sets of concrete specimens/ 6 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: 3 Sets of concrete specimens/ 6 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 :04/24/2026
Sampled By :Charles Bolling
Contractor :N/A
Truck Number :320
Time Batched :07:15
Location of Placement :WALL
Number of samples cast :6
Ambient Temperature (°f) :59
Slump (in.) :4
Water added (gal.) :N/A
Laboratory Number :2026-128
Time Sampled :08:20
Weather Condition :N/A
Concrete Supplier :ERNST CONCRETE40CA6
Mix ID :40CA6
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :4000AEA
Concrete Temperature(°f) :70
Air Content (%) :3
Unit Weight (pcf) :148.56
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 | 04/28/2026 | 04/28/2026 | 4 | 3.97 | 12.38 | 43458 | 3510 | Infinity | Type 6 |
| 2 | 05/01/2026 | 05/05/2026 | 11 | 3.98 | 12.41 | 42597 | 3430 | Infinity | Type 2 |
| 3 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 55639 | 4480 | Infinity | Type 5 |
| 4 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 54799 | 4420 | Infinity | Type 5 |
| 5 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 49579 | 4000 | Infinity | Type 5 |
| 6 | 06/19/2026 | 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
Field Test Data
Specimen Type Selection : Cylinder
Set Number :B
Date Sampled :04/24/2026
Sampled By :Charles Bolling
Contractor :REINFORCED WALL SYSTEM LLC
Truck Number :317
Time Batched :07:56
Location of Placement :WALL
Number of samples cast :6
Ambient Temperature (°f) :62
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026-128
Time Sampled :09:45
Weather Condition :N/A
Concrete Supplier :ERNST CONCRETE
Mix ID :40CA6
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :4000
Concrete Temperature(°f) :70
Air Content (%) :3.5
Unit Weight (pcf) :146.4
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 | 04/28/2026 | 04/28/2026 | 4 | 3.98 | 12.41 | 44723 | 3600 | Infinity | Type 6 |
| 2 | 05/01/2026 | 05/01/2026 | 7 | 3.97 | 12.38 | 48505 | 3920 | Infinity | Type 5 |
| 3 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 59951 | 4830 | Infinity | Type 2 |
| 4 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 61608 | 4960 | Infinity | Type 6 |
| 5 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 | 59991 | 4830 | Infinity | 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
Field Test Data
Specimen Type Selection : Cylinder
Set Number :C
Date Sampled :04/24/2026
Sampled By :Charles Bolling
Contractor :N/A
Truck Number :320
Time Batched :09:50
Location of Placement :WALL
Number of samples cast :6
Ambient Temperature (°f) :72
Slump (in.) :3.5
Water added (gal.) :N/A
Laboratory Number :2026-128
Time Sampled :11:45
Weather Condition :N/A
Concrete Supplier :ERNST CONCRETE
Mix ID :40CA6
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :N/A
Concrete Temperature(°f) :73
Air Content (%) :3.2
Unit Weight (pcf) :148.0
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 |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 04/28/2026 | 04/28/2026 | 4 | 3.97 | 12.38 | 42598 | 3440 | Infinity | Type 5 |
| 2 | 05/01/2026 | 05/05/2026 | 11 | 3.97 | 12.38 | 42963 | 3470 | Infinity | Type 3 |
| 3 | 05/22/2026 | 05/22/2026 | 28 | 3.98 | 12.41 |
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, April 24, 2026
Reviewer Name / DateKenneth Mosman, May 28, 2026