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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):
Testing: 0 Set of concrete specimens (0 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: 0 Sets of concrete cylinders/ 0 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: 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 :
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 :0
Ambient Temperature (°f) :74
Slump (in.) :4.75
Water added (gal.) :0
Laboratory Number :
Time Sampled :04:15
Weather Condition :Sunny
Concrete Supplier :Wayne Davis concrete
Mix ID :45CA65
Quantity of Load (cu. yd.) :8
Sample Cast :0
Specified Strength :3000
Concrete Temperature(°f) :72
Air Content (%) :4

Strength Test Results

Specimen Number Age (days) Date Tested Dia(in.) Area (sq in.) Maximum Loads (lbs) 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