- Home
- Concrete Test Report Report ID: 67040
- This project is inactive from admin.Download Report
Concrete Test Report
Date :06/11/2024
Project No :2024C112
Client Company :SR Homes
Arrival Time :06/11/2024 9:00
Onsite Hours :08:00
Name of the Project :Sterlington
Project Location :Canton
Weather :sunny
Departure Time :06/11/2024 17:00
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
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 :06/11/2024
Sampled By :Aminullah Azimi
Contractor :N/A
Truck Number :2830
Time Batched :14:22
Location of Placement :STA 0+53.05
Number of samples cast :5
Ambient Temperature (°f) :78
Slump (in.) :6
Water added (gal.) :5
Laboratory Number :A
Time Sampled :15:45
Weather Condition :sunny
Concrete Supplier :thomas
Mix ID :409
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :4000
Concrete Temperature(°f) :79
Air Content (%) :2
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 | 06/11/2024 | 06/18/2024 | 7 | ||||||
| 2 | 06/11/2024 | 07/09/2024 | 28 | ||||||
| 3 | 06/11/2024 | 07/09/2024 | 28 | ||||||
| 4 | 06/11/2024 | 07/09/2024 | 28 | ||||||
| 5 | 06/11/2024 | 09/09/2024 | 90 |
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 11, 2024
Reviewer Name / DateKenneth Mosman, July 19, 2024