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Concrete Test Report

Date :03/30/2026
Project No :2026C115-WO 1
Client Company :WSP
Arrival Time :03/30/2026 03:00
Onsite Hours :06:00
Name of the Project :Lanier Islands Parkway
Project Location :Buford
Weather :Clear
Departure Time :03/30/2026 09:00
ASEC Technician Name :Balu Mylabathula

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 :03/30/2026
Sampled By :Balu Mylabathula
Contractor :Conlan
Truck Number :1
Time Batched :N/A
Location of Placement :Build 1 &3
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :2026-081
Time Sampled :04:00
Weather Condition :Clear
Concrete Supplier :Morgan
Mix ID :COMM CMT TILT M
Quantity of Load (cu. yd.) :10
Sample Cast :2
Specified Strength :4000
Concrete Temperature(°f) :66
Air Content (%) :2
Unit Weight (pcf) :149.5

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
A1 04/06/2026 04/06/2026 7 3.98 12.41 59926 4830 120.8 Type 5
A2 04/27/2026 04/27/2026 28 3.98 12.41 69032 5560 139.0 Type 5
A3 04/27/2026 04/27/2026 28 3.97 12.38 70087 5660 141.5 Type 2
A4 04/27/2026 04/27/2026 28 3.97 12.38 67985 5490 137.3 Type 5
A5 05/25/2026 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 :03/30/2026
Sampled By :Balu Mylabathula
Contractor :CONLAN
Truck Number :11
Time Batched :N/A
Location of Placement :PANEL#1 -8
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :2026-081
Time Sampled :04:30
Weather Condition :Clear
Concrete Supplier :MORGAN
Mix ID :COMM CMT TILT M
Quantity of Load (cu. yd.) :10
Sample Cast :2
Specified Strength :400
Concrete Temperature(°f) :65
Air Content (%) :2.2
Unit Weight (pcf) :148.8

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
B1 04/06/2026 04/06/2026 7 3.98 12.44 58802 4730 1182.5 Type 5
B2 04/27/2026 04/27/2026 28 3.98 12.44 69087 5550 1387.5 Type 5
B3 04/27/2026 04/27/2026 28 3.98 12.44 67270 5410 1352.5 Type 2
B4 04/27/2026 04/27/2026 28 3.98 12.44 67599 5430 1357.5 Type 5
B5 05/25/2026 05/25/2026 56

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 / DateBalu Mylabathula, March 30, 2026
Reviewer Name / DateKenneth Mosman, May 05, 2026