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Concrete Test Report

Date :04/30/2025
Project No :2024C213
Client Company :WDG
Arrival Time :04/30/2025 7:00
Onsite Hours :05:00
Name of the Project :Covington Town Center PH II
Project Location :Covington, GA
Weather :sunny
Departure Time :04/30/2025 12:00
ASEC Technician Name :Aminullah Azimi

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

Set Number :A
Date Sampled :04/30/2025
Sampled By :Aminullah Azimi
Contractor :N/A
Truck Number :2096
Time Batched :7:58
Location of Placement :building pad
Number of samples cast :5
Ambient Temperature (°f) :73
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :A
Time Sampled :8:00
Weather Condition :sunny
Concrete Supplier :Thomas
Mix ID :302-3Fs
Quantity of Load (cu. yd.) :9
Sample Cast :2
Specified Strength :3000
Concrete Temperature(°f) :74
Air Content (%) :1.5
Unit Weight (pcf) :N/A

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 04/30/2025 05/07/2025 7
2 04/30/2025 05/28/2025 28
3 04/30/2025 05/28/2025 28
4 04/30/2025 06/27/2025 58
5 04/30/2025 06/27/2025 58

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

Set Number :B
Date Sampled :04/30/2025
Sampled By :Aminullah Azimi
Contractor :N/A
Truck Number :2096
Time Batched :9:56
Location of Placement :building pad
Number of samples cast :5
Ambient Temperature (°f) :73
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :B
Time Sampled :11:06
Weather Condition :sunny
Concrete Supplier :Thomas
Mix ID :302-3Fs
Quantity of Load (cu. yd.) :9
Sample Cast :2
Specified Strength :3000
Concrete Temperature(°f) :74
Air Content (%) :1.5
Unit Weight (pcf) :N/A

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 04/30/2025 05/07/2025 7 8
2 04/30/2025 05/28/2025 28 8
3 04/30/2025 05/28/2025 28 8
4 04/30/2025 05/28/2025 28 8
4 04/30/2025 06/27/2025 58 8
5 04/30/2025 06/27/2025 58 8

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 / DateAminullah Azimi, April 30, 2025
Reviewer Name / DateKenneth Mosman, May 20, 2025