Skip to content

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 :Cool
Departure Time :03/30/2026 09:00
ASEC Technician Name :Mahendra 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 :Mahendra 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 :Cool
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
1 N/A
2 N/A
3 N/A
4 N/A
5 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 :Mahendra 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 :Cool
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
1 N/A
2 N/A
3 N/A
4 N/A
5 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 / DateMahendra Mylabathula, March 30, 2026
Reviewer Name / DateKenneth Mosman, April 13, 2026