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Concrete Test Report
Date :04/21/2023
Project No :2023C111
Client Company :2MATL
Arrival Time :04/21/2023 04:00
Onsite Hours :04:00
Name of the Project :DOA Fiber Infrastructure Improvements
Project Location :HJAIA
Weather :Sunny
Departure Time :04/21/2023 08:00
ASEC Technician Name :
Concrete Placement Information
Location(S):
N/A
Testing:
0 Set of concrete specimens 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: 0 Sets of concrete specimens/ 0 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: 0 Sets of concrete specimens/ 0 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 acceptable as per job specifications.
Test results.
slump: 4.75
air: 4%
temp: 72
UW: 148.2 pcf
Field Test Data
Set Number :N/A
Date Sampled :04/21/2023
Sampled By :Isaac Davis
Contractor :BBH
Truck Number :1449
Time Batched :03:22
Location of Placement :Tech Campus
Number of samples cast :N/A
Ambient Temperature (°f) :74
Slump (in.) :4.75
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :04:15
Weather Condition :Sunny
Concrete Supplier :Wayne Davis concrete
Mix ID :45CA65
Quantity of Load (cu. yd.) :8
Sample Cast :N/A
Specified Strength :3000
Concrete Temperature(°f) :72
Air Content (%) :4
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 / DateIsaac Davis, April 21, 2023
Reviewer Name / DateKenneth Mosman, May 07, 2023