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Concrete Test Report

Date :09/25/2025
Project No :2025C245
Client Company :Bearing Engineering
Arrival Time :09/25/2025 08:00
Onsite Hours :04:00
Name of the Project :Dunkin Donuts 2025
Project Location :US 29, Palmetto, GA
Weather :Overcast
Departure Time :09/25/2025 12:00
ASEC Technician Name :Sean Willett

Concrete Placement Information

Location(S): N/A
Testing: 2 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: 2 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 :09/25/2025
Sampled By :Sean Willett
Contractor :Bearing Engineering
Truck Number :3617
Time Batched :08:36
Location of Placement :Cast in place vertical walls
Number of samples cast :5
Ambient Temperature (°f) :70
Slump (in.) :3.25
Water added (gal.) :N/A
Laboratory Number :2025-043
Time Sampled :09:00
Weather Condition :Overcast
Concrete Supplier :Walker
Mix ID :C40SAAWA
Quantity of Load (cu. yd.) :9.0
Sample Cast :2
Specified Strength :3000
Concrete Temperature(°f) :86
Air Content (%) :2.5
Unit Weight (pcf) :143.8

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 10/02/2025 10/02/2025 7 4.00 12.57 41011 3260 81.5 Type 6
2 10/23/2025 10/23/2025 28 3.77 11.14 52499 4710 117.8 Type 5
3 10/23/2025 10/23/2025 28 3.63 10.37 56066 5410 135.3 Type 2
4 10/23/2025 10/23/2025 28 3.63 10.37 57656 5560 139.0 Type 2
5 11/20/2025 11/20/2025 56.041666666666664 4.00 12.57 60010 4770 159.0 Type 5

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 :09/25/2025
Sampled By :Sean Willett
Contractor :Bearing Engineering
Truck Number :62382361
Time Batched :10:23
Location of Placement :Slab footings
Number of samples cast :5
Ambient Temperature (°f) :75
Slump (in.) :3.5
Water added (gal.) :N/A
Laboratory Number :2025-044
Time Sampled :11:00
Weather Condition :Overcast
Concrete Supplier :Quikcrete
Mix ID :30CAC199
Quantity of Load (cu. yd.) :3.0
Sample Cast :2
Specified Strength :4000
Concrete Temperature(°f) :86
Air Content (%) :5
Unit Weight (pcf) :142.4

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 10/02/2025 10/02/2025 7 4.00 12.57 54178 4310 Infinity Type 3
2 10/23/2025 10/23/2025 28 3.63 10.37 68470 6600 165.0 Type 2
3 10/23/2025 10/23/2025 28 3.77 11.14 69640 6250 156.3 Type 2
4 10/23/2025 10/23/2025 28 3.67 10.56 68983 6530 163.3 Type 5
5 11/20/2025 11/20/2025 56.041666666666664 3.97 12.38 76980 6220 155.5 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 / DateSean Willett, September 25, 2025
Reviewer Name / DateKenneth Mosman, November 24, 2025