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Concrete Test Report
Date :10/02/2023
Project No :2023C136
Client Company :Excellere
Arrival Time :10/02/2023 8:30
Onsite Hours :05:00
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :sunny
Departure Time :10/02/2023 13:30
ASEC Technician Name :Aminullah Azimi
Concrete Placement Information
Location(S):
Testing:
A 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: A 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: A 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:
batch to placement time exceeded from specified time limit.
Field Test Data
Set Number :A
Date Sampled :10/02/2023
Sampled By :Aminullah Azimi
Contractor :Excellere
Truck Number :1821
Time Batched :9:30
Location of Placement :from pile 8 to pile 12, Mansell Rd
Number of samples cast :6
Ambient Temperature (°f) :77
Slump (in.) :5
Water added (gal.) :15
Laboratory Number :A
Time Sampled :10:10
Weather Condition :sunny
Concrete Supplier :Thomas
Mix ID :408003 FA Class D
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :4000 psi
Concrete Temperature(°f) :78
Air Content (%) :3.5
Strength Test Results
Specimen Number | Age (days) | Date Tested | Dia(in.) | Area (sq in.) | Maximum Loads (lbs) | Strength (lbs) | % Design Strength | Type of Fracture |
---|---|---|---|---|---|---|---|---|
A | 0 | 10/02/2023 | 4000 | Infinity | Infinity |
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, October 2, 2023
Reviewer Name / DateKenneth Mosman, October 08, 2023