Skip to content

Concrete Test Report

Date :04/10/2025
Project No :2024C189
Client Company :WSP
Arrival Time :04/09/2025 23:00
Onsite Hours :06:45
Name of the Project :Protovision PH II
Project Location :Lithia Springs
Weather :
Departure Time :04/10/2025 5:45
ASEC Technician Name :Solomon Cherie

Concrete Placement Information

Location(S): N/A
Testing: 3 Set of concrete specimens (6 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/ 6 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: Tests were done the 3rd, 10th, 17th trucks. All tests were fit to the standard.

Field Test Data

Set Number :1
Date Sampled :N/A
Sampled By :N/A
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :6
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :N/A
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) :N/A
Air Content (%) :N/A
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

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 :2
Date Sampled :N/A
Sampled By :N/A
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :6
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :N/A
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) :N/A
Air Content (%) :N/A
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

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 :3
Date Sampled :N/A
Sampled By :N/A
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :6
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :N/A
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) :N/A
Air Content (%) :N/A
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

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 / DateSolomon Cherie, April 10, 2025
Reviewer Name / DateKenneth Mosman, May 02, 2025