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Concrete Test Report

Date :07/17/2026
Project No :2025C214
Client Company :Artisan
Arrival Time :07/17/2026 11:00
Onsite Hours :06:00
Name of the Project :NW Unit 4 BRIDGE (Materials Testing)
Project Location :Dallas
Weather :sunny
Departure Time :07/17/2026 17:00
ASEC Technician Name :Samara Simha Reddy Kandi

Concrete Placement Information

Location(S): N/A
Testing: 1 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: 1 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: Dead Man Wall 45+yards breaks 1@3, 1@7, 3@28 and 1@reserve.

Field Test Data

Specimen Type Selection : Cylinder

Set Number :2026C235
Date Sampled :07/17/2026
Sampled By :Samara Simha Reddy Kandi
Contractor :N/A
Truck Number :489
Time Batched :13:55
Location of Placement :Wall at Dead man footing south west corner sampled at 9/50 yards
Number of samples cast :6
Ambient Temperature (°f) :88
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026c235
Time Sampled :03:00
Weather Condition :sunny
Concrete Supplier :N/A
Mix ID :50CA6
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :5000
Concrete Temperature(°f) :90
Air Content (%) :4.5
Unit Weight (pcf) :146

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

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 / DateSamara Simha Reddy Kandi, July 17, 2026