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Concrete Test Report

Date :04/07/2026
Project No :2025C214
Client Company :Artisan
Arrival Time :
Onsite Hours :
Name of the Project :NW Unit 4 BRIDGE (Materials Testing)
Project Location :Dallas
Weather :
Departure Time :
ASEC Technician Name :Narayana Ganesh Undavalli

Concrete Placement Information

Location(S): N/A
Testing: 6 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: 6 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 :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1A 04/14/2026 04/14/2026 7 3.98 12.41 36911 2970 Infinity Type 6
2A 05/05/2026 05/05/2026 28 3.98 12.41 58281 4700 Infinity Type 5
3A 05/05/2026 05/05/2026 28 3.98 12.41 56544 4560 Infinity Type 2
4A 05/05/2026 05/05/2026 28 3.98 12.41 63009 5080 Infinity Type 5
5A 06/02/2026 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 :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1B 04/14/2026 04/14/2026 7 3.98 12.41 36784 2960 Infinity Type 5
2B 05/05/2026 05/05/2026 28 3.98 12.41 50222 4050 Infinity Type 5
3B 05/05/2026 05/05/2026 28 3.98 12.41 51061 4110 Infinity Type 2
4B 05/05/2026 05/05/2026 28 3.98 12.41 47913 3860 Infinity Type 3
5B 06/02/2026 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 :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1C 04/14/2026 04/14/2026 7 3.98 12.44 37543 3020 Infinity Type 2
2C 05/05/2026 05/05/2026 28 3.98 12.44 56125 4510 Infinity Type 5
3C 05/05/2026 05/05/2026 28 3.98 12.44 49544 3980 Infinity Type 2
4C 05/05/2026 05/05/2026 28 3.98 12.44 52821 4250 Infinity Type 5
5C 06/02/2026 06/02/2026 56 NaN NaN

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 :D
Date Sampled :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1D 04/07/2026 04/07/2026 0 3.99 12.47 40729 3270 Infinity Type 6
2D 05/05/2026 05/05/2026 28 3.99 12.47 57624 4620 Infinity Type 5
3D 05/05/2026 05/05/2026 28 3.99 12.47 52251 4190 Infinity Type 3
4D 05/05/2026 05/05/2026 28 3.99 12.47 55343 4440 Infinity Type 5
5D 06/02/2026 06/02/2026 56 3.99 12.47

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 :E
Date Sampled :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1E 04/14/2026 04/14/2026 7 3.99 12.48 33222 2660 Infinity Type 5
2E 05/05/2026 05/05/2026 28 3.99 12.50 43877 3510 Infinity Type 5
3E 05/05/2026 05/05/2026 28 3.99 12.50 44382 3550 Infinity Type 6
4E 05/05/2026 05/05/2026 28 3.99 12.50 46030 3680 Infinity Type 5
5E 06/02/2026 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 :F
Date Sampled :04/07/2026
Sampled By :Narayana Ganesh Undavalli
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 :2026-092
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 :6
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
1F 04/14/2026 04/14/2026 7 3.98 12.44 32695 2630 Infinity Type 5
2F 05/05/2026 05/05/2026 28 3.98 12.44 48018 3860 Infinity Type 3
3f 05/05/2026 05/05/2026 28 3.98 12.44 48143 3870 Infinity Type 5
4F 05/05/2026 05/05/2026 28 3.98 12.44 46701 3750 Infinity Type 5
5F 06/02/2026 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, April 7, 2026
Reviewer Name / DateKenneth Mosman, May 25, 2026