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Concrete Test Report

Date :10/08/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :10/08/2025 06:00
Onsite Hours :9:30
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Overcast
Departure Time :10/08/2025 15:30
ASEC Technician Name :Sean Willett

Concrete Placement Information

Location(S): N/A
Testing: 1 Set of concrete specimens (10 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/ 10 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 :10/08/2025
Sampled By :Sean Willett
Contractor :Bearing Engineering
Truck Number :62382206
Time Batched :06:24
Location of Placement :Monolithic slab on grade
Number of samples cast :10
Ambient Temperature (°f) :69
Slump (in.) :4.5
Water added (gal.) :N/A
Laboratory Number :2025-049
Time Sampled :08:00
Weather Condition :Overcast
Concrete Supplier :Quikrete
Mix ID :30CAC199
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :82
Air Content (%) :4.0
Unit Weight (pcf) :142.0

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 10/15/2025 10/15/2025 7 3.98 12.44 39102 3140 Infinity Type 6
2 10/15/2025 10/15/2025 7 3.99 12.50 41972 3360 Infinity Type 5
3 10/15/2025 10/15/2025 7 3.99 12.52 41636 3330 Infinity Type 5
4 11/05/2025 11/05/2025 28.041666666666668 3.98 12.42 61080 4920 164.0 Type 2
5 11/05/2025 11/05/2025 28.041666666666668 3.98 12.42 59339 4780 159.3 Type 5
6 11/05/2025 11/05/2025 28.041666666666668 3.99 12.48 64512 5170 172.3 Type 5
7 12/03/2025 12/03/2025 56.041666666666664 3.97 12.40 63876 5150 171.7 Type 5
8 12/03/2025 12/03/2025 56.041666666666664 3.98 12.46 63062 5060 168.7 Type 5
9 12/03/2025 12/03/2025 56.041666666666664 3.98 12.44 64493 5180 172.7 Type 2
10 12/03/2025 12/03/2025 56.041666666666664 3.98 12.46 65296 5240 174.7 Type 2

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, October 8, 2025