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Concrete Test Report
Date :03/09/2023
Project No :2022C182
Client Company :Excellere
Arrival Time :03/09/2023 08:00
Onsite Hours :04:00
Name of the Project :Eastside Trolley Trail
Project Location :Atlanta
Weather :Rainy
Departure Time :03/09/2023 12:00
ASEC Technician Name :Isaac Davis
Concrete Placement Information
Location(S):
Testing:
One set casted (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: One set casted (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: One set casted (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:
Location = first half of sidewalks from Sta 34+00 to 35+00.
Concrete unit weight = 143.8 pcf
Field Test Data
Set Number :1
Date Sampled :03/09/2023
Sampled By :Isaac Davis
Contractor :Excellere
Truck Number :5431
Time Batched :08:49
Location of Placement :Sidewalks Sta 34+00 to 35+00
Number of samples cast :6
Ambient Temperature (°f) :53
Slump (in.) :5.5
Water added (gal.) :
Laboratory Number :
Time Sampled :09:50
Weather Condition :Rainy
Concrete Supplier :USA Ready Mix
Mix ID :1540076
Quantity of Load (cu. yd.) :9
Sample Cast :One set casted (A)
Specified Strength :3000
Concrete Temperature(°f) :63
Air Content (%) :2.8
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, March 9, 2023
Reviewer Name / DateKenneth Mosman, March 13, 2023