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Concrete Test Report

Date :06/06/2024
Project No :2024C112
Client Company :SR Homes
Arrival Time :06/06/2024 8:30
Onsite Hours :9:00
Name of the Project :Sterlington
Project Location :Canton
Weather :cloudy
Departure Time :06/06/2024 17:30
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S): N/A
Testing: 1 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: 1 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 :06/06/2024
Sampled By :Aminullah Azimi
Contractor :N/A
Truck Number :2171
Time Batched :12:43
Location of Placement :STA 0+35.00
Number of samples cast :5
Ambient Temperature (°f) :74
Slump (in.) :6
Water added (gal.) :10
Laboratory Number :5
Time Sampled :13:30
Weather Condition :cloudy
Concrete Supplier :Thomas
Mix ID :407-1FS
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :4000
Concrete Temperature(°f) :79
Air Content (%) :2.7
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 06/06/2024 06/13/2024 7

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, June 6, 2024
Reviewer Name / DateKenneth Mosman, July 18, 2024