Catherine Lanier 94612

Concrete Test Report

Date :05/21/2026

Project No :2025C214

Client Company :Artisan

Arrival Time :05/14/2026

Onsite Hours :

Name of the Project :NW Unit 4 BRIDGE (Materials Testing)

Project Location :Dallas

Weather :

Departure Time :

ASEC Technician Name :Charles Bolling

Concrete Placement Information

Location(S): N/A

Testing: 8 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: 8 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 :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	41205	3320	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	44112	3550	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	44815	3610	Infinity	Type 6
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :D

Date Sampled :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	44635	3600	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :E

Date Sampled :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	44090	3550	Infinity	Type 3
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	46925	3780	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :G

Date Sampled :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	41067	3310	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 :H

Date Sampled :05/14/2026

Sampled By :Charles Bolling

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 :2026-149

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 :8

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	05/21/2026	05/21/2026	7	3.98	12.41	40525	3270	Infinity	Type 5
2	06/11/2026		N/A
3	06/11/2026		N/A
4	06/11/2026		N/A
5	07/09/2026		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 21, 2026

Reviewer Name / DateKenneth Mosman, May 26, 2026