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Concrete Test Report
Date :03/07/2023
Project No :2023C111
Client Company :2MATL
Arrival Time :03/07/2023 10:45
Onsite Hours :07:15
Name of the Project :DOA Fiber Infrastructure Improvements
Project Location :HJAIA
Weather :Sunny
Departure Time :03/07/2023 18:00
ASEC Technician Name :Isaac Davis
Concrete Placement Information
Location(S):
Testing:
One set Set of concrete specimens (6 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: One set Sets of concrete cylinders/ 6 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: One set Sets of concrete cylinders/ 6 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:
*Pour in trench (fiber duct bank trench)
Contractor-BBH
Slump: 5.75
Air: 6%
Temp: 72 degrees
Unit weight: 144.6
Truck: Wayne/Davis
Location: DOA-A3D+310 to 410
Field Test Data
Set Number :1
Date Sampled :03/07/2023
Sampled By :Isaac Davis
Contractor :BBH
Truck Number :1513
Time Batched :11:37
Location of Placement :DOA-A3D+310 to DOA-A3D+410
Number of samples cast :6
Ambient Temperature (°f) :75
Slump (in.) :5.75
Water added (gal.) :0
Laboratory Number :n/a
Time Sampled :12:25
Weather Condition :Sunny
Concrete Supplier :Wayne Davis
Mix ID :30C-615
Quantity of Load (cu. yd.) :10
Sample Cast :One set
Specified Strength :3000
Concrete Temperature(°f) :72
Air Content (%) :6
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 | NaN | |||||||
| 2 | ||||||||
| 3 | ||||||||
| 4 | ||||||||
| 5 | ||||||||
| 6 |
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 / DateIsaac Davis, March 7, 2023
Reviewer Name / DateKenneth Mosman, April 24, 2023