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Concrete Test Report

Date :03/27/2026
Project No :2025C214
Client Company :Artisan
Arrival Time :03/27/2026 11:00
Onsite Hours :08:00
Name of the Project :NW Unit 4 BRIDGE (Materials Testing)
Project Location :Dallas
Weather :sunny
Departure Time :03/27/2026 19:00
ASEC Technician Name :Mahendra Mylabathula

Concrete Placement Information

Location(S): N/A
Testing: 3 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: 3 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 :03/27/2026
Sampled By :Mahendra Mylabathula
Contractor :N/A
Truck Number :1
Time Batched :12:01
Location of Placement :MUD MAT 3
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :3.25
Water added (gal.) :N/A
Laboratory Number :2026-075
Time Sampled :12:49
Weather Condition :sunny
Concrete Supplier :ERNST
Mix ID :NON AEA
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :3000
Concrete Temperature(°f) :75
Air Content (%) :2.2
Unit Weight (pcf) :150.2

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 04/03/2026 04/03/2026 7 3.98 12.41 46015 3710 123.7 Type 2
2 04/24/2026 N/A
3 04/24/2026 N/A
4 04/24/2026 N/A
5 05/22/2026 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 :03/27/2026
Sampled By :Mahendra Mylabathula
Contractor :N/A
Truck Number :7
Time Batched ::
Location of Placement :5
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026-075
Time Sampled :14:00
Weather Condition :sunny
Concrete Supplier :ENRST
Mix ID :NON AEA
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :3000
Concrete Temperature(°f) :75
Air Content (%) :3.2
Unit Weight (pcf) :149.2

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 04/03/2026 04/03/2026 7 3.98 12.44 34249 2750 91.7 Type 2
2 04/24/2026 N/A
3 04/24/2026 N/A
4 04/24/2026 N/A
5 05/22/2026 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 :C
Date Sampled :03/27/2026
Sampled By :Mahendra Mylabathula
Contractor :N/A
Truck Number :14
Time Batched :N/A
Location of Placement :8
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :2026-075
Time Sampled :18:41
Weather Condition :sunny
Concrete Supplier :ERNST
Mix ID :NON AEA
Quantity of Load (cu. yd.) :9
Sample Cast :3
Specified Strength :3000
Concrete Temperature(°f) :75
Air Content (%) :2.2
Unit Weight (pcf) :148.6

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 04/03/2026 04/03/2026 7 3.98 12.41 48758 3930 131.0 Type 3
2 04/24/2026 N/A
3 04/24/2026 N/A
4 04/24/2026 N/A
5 05/22/2026 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, March 27, 2026
Reviewer Name / DateKenneth Mosman, April 13, 2026