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Concrete Test Report

Date :06/24/2026
Project No :2026C122
Client Company :WSP
Arrival Time :05/22/2026 08:
Onsite Hours :01:45
Name of the Project :Courtesy Pkwy Expansion
Project Location :Conyers
Weather :Sunny
Departure Time :05/22/2026 09:50
ASEC Technician Name :Charles Bolling

Concrete Placement Information

Location(S): N/A
Testing: 1 Set of concrete specimens (4 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/ 4 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 :05/22/2026
Sampled By :Charles Bolling
Contractor :LAGNIAPPE Development Company
Truck Number :2170
Time Batched :08:33
Location of Placement :Parkway Curb, 400 Courtesy Parkway SE.
Number of samples cast :4
Ambient Temperature (°f) :74
Slump (in.) :6.25
Water added (gal.) :N/A
Laboratory Number :2026-168
Time Sampled :08:51
Weather Condition :Sunny
Concrete Supplier :Thomas
Mix ID :228000 GDOT Class B Fly
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :2200
Concrete Temperature(°f) :71
Air Content (%) :4.5
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 05/29/2026 05/29/2026 7 5.99 28.13 57411 2040 92.7 Type 5
2 06/19/2026 06/19/2026 28 5.99 28.13 104555 3720 169.1 Type 5
3 06/19/2026 06/19/2026 28 5.99 28.13 105106 3740 170.0 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

Technician Signature / DateCatherine Lanier, June 24, 2026