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Concrete Test Report

Date :11/17/2025
Project No :Admin
Client Company :ASEC
Arrival Time :11/17/2025 12:
Onsite Hours :04:00
Name of the Project :Administrative - Non Billable
Project Location :
Weather :Clear
Departure Time :11/17/2025 16:
ASEC Technician Name :Catherine Lanier

Concrete Placement Information

Location(S): N/A
Testing: 2 Set of concrete specimens (2 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: 2 Sets of concrete specimens/ 2 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: Specimens Stored in Lab near molding location. Specimens covered with damp burlap and plastic sheet.

Field Test Data

Specimen Type Selection : Beam (ASTM C78)

Set Number : N/A
Date Sampled : 11/17/2025
Sampled By : N/A
Contractor : N/A
Truck Number : N/A
Time Batched : N/A
Location of Placement : N/A
Number of samples cast : 2
Ambient Temperature (°f) : N/A
Slump (in.) : N/A
Water added (gal.) : N/A
Laboratory Number : 2025-207
Time Sampled : N/A
Weather Condition : Clear
Concrete Supplier : CCRL
Mix ID : N/A
Quantity of Load (cu. yd.) : N/A
Sample Cast : 2
Specified Strength : N/A
Concrete Temperature(°f) : N/A
Air Content (%) : N/A
Unit Weight (pcf) : N/A

Strength Test Results

Beam ID Date Cast Date Tested Curing Duration (Days) Curing Method Avg Width (b) (in.) Avg Depth (d) (in.) Span Length (in.) Max Load (P, lbf) Failure Location Flexural Strength (psi) Result Remarks
207-01 11/17/2025 12/01/2025 14 days Water Tank 6.08 6.02 22.00 7,579 Third Point 760 Pass
207-02 11/17/2025 12/01/2025 14 days Water Tank 6.08 6.02 22.00 7,498 Third Point 750 Pass

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 : Beam (ASTM C78)

Set Number : N/A
Date Sampled : 11/17/2025
Sampled By : N/A
Contractor : N/A
Truck Number : N/A
Time Batched : N/A
Location of Placement : N/A
Number of samples cast : 2
Ambient Temperature (°f) : N/A
Slump (in.) : N/A
Water added (gal.) : N/A
Laboratory Number : 209
Time Sampled : 12:
Weather Condition : Clear
Concrete Supplier : CCRL
Mix ID : N/A
Quantity of Load (cu. yd.) : N/A
Sample Cast : 2
Specified Strength : N/A
Concrete Temperature(°f) : N/A
Air Content (%) : N/A
Unit Weight (pcf) : N/A

Strength Test Results

Beam ID Date Cast Date Tested Curing Duration (Days) Curing Method Avg Width (b) (in.) Avg Depth (d) (in.) Span Length (in.) Max Load (P, lbf) Failure Location Flexural Strength (psi) Result Remarks
208-01 11/17/2025 12/01/2025 14 days Water Tank 6.04 6.04 22.00 7,611 Third Point 760 Pass
208-02 11/17/2025 12/01/2025 14 days Water Tank 6.04 6.04 22.00 7,586 Third Point 760 Pass

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, November 17, 2025