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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):
Testing:
1 Set of concrete specimens (5 Cylinders per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The cylinders 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)
Cylinders
Pick Up: 1 Sets of concrete cylinders/ 5 cylinders per set were picked up & transported to AS Engineering and Consulting LLC (ASEC) for curing and testing in accordance with ASTM C39, C670/1231
Pick Up: 1 Sets of concrete cylinders/ 5 cylinders 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:
Cylinders 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 :
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
Strength Test Results
| Specimen Number | Age (days) | Date Tested | Dia(in.) | Area (sq in.) | Maximum Loads (lbs) | Strength (lbs) | % Design Strength | Type of Fracture |
|---|---|---|---|---|---|---|---|---|
| 1 | 7 | 06/13/2024 |
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