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Concrete Test Report

Date :03/26/2026
Project No :2026C115-WO 1
Client Company :WSP
Arrival Time :03/26/2026 03:20
Onsite Hours :03:15
Name of the Project :Lanier Islands Parkway
Project Location :Buford
Weather :
Departure Time :03/26/2026 06:30
ASEC Technician Name :Zabihullah Lodin

Concrete Placement Information

Location(S): N/A
Testing: 3 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: 3 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 :03/26/2026
Sampled By :Zabihullah Lodin
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :10/210 cu. yd.
Number of samples cast :5
Ambient Temperature (°f) :51
Slump (in.) :6.5
Water added (gal.) :N/A
Laboratory Number :2026-073
Time Sampled :03:25
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :3
Specified Strength :N/A
Concrete Temperature(°f) :65
Air Content (%) :1.5
Unit Weight (pcf) :144.8

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 04/02/2026 04/02/2026 7 3.98 12.41 55758 4490 Infinity Type 2
2 04/23/2026 N/A
3 04/23/2026 N/A
4 04/23/2026 N/A
5 05/21/2026 N/A

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 :03/26/2026
Sampled By :Zabihullah Lodin
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :110/210 cu. yd.
Number of samples cast :5
Ambient Temperature (°f) :53
Slump (in.) :7
Water added (gal.) :N/A
Laboratory Number :2026-073
Time Sampled :04:15
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :3
Specified Strength :N/A
Concrete Temperature(°f) :65
Air Content (%) :1.5
Unit Weight (pcf) :145.6

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 04/02/2026 04/02/2026 7 3.97 12.38 43096 3480 Infinity Type 2
2 04/23/2026 N/A
3 04/23/2026 N/A
4 04/23/2026 N/A
5 05/21/2026 N/A

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 :C
Date Sampled :03/26/2026
Sampled By :Zabihullah Lodin
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :210/210 cu. yd.
Number of samples cast :5
Ambient Temperature (°f) :52
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026-073
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :3
Specified Strength :N/A
Concrete Temperature(°f) :65
Air Content (%) :1.6
Unit Weight (pcf) :145.6

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 04/02/2026 04/02/2026 7 3.98 12.44 53450 4300 Infinity Type 2
2 04/23/2026 N/A
3 04/23/2026 N/A
4 04/23/2026 N/A
5 05/21/2026 N/A

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, March 26, 2026
Reviewer Name / DateKenneth Mosman, April 13, 2026