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Concrete Test Report
Date :03/13/2023
Project No :2022C182
Client Company :Excellere
Arrival Time :03/13/2023 08:00
Onsite Hours :04:00
Name of the Project :Eastside Trolley Trail
Project Location :Atlanta
Weather :Clear and Cold
Departure Time :03/13/2023 12:00
ASEC Technician Name :Isaac Davis
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (5 per set) 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: 1 Sets of concrete specimens/ 5 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: 1 Sets of concrete specimens/ 5 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:
2nd half of sidewalk pour located between Sta 34+00 and 35+00. Unit weight = 146.8 pcf
Field Test Data
Set Number :1
Date Sampled :03/13/2023
Sampled By :Isaac Davis
Contractor :Excellere
Truck Number :5424
Time Batched :09:09
Location of Placement :2nd half of sidewalk between Sta 34+00 and 35+00
Number of samples cast :5
Ambient Temperature (°f) :42
Slump (in.) :4
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :10:20
Weather Condition :Clear and Cold
Concrete Supplier :USA Ready Mix
Mix ID :1540076
Quantity of Load (cu. yd.) :6
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :58
Air Content (%) :5.2
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 / DateKenneth Mosman, March 13, 2023
Reviewer Name / DateRamchandra Mogulla, May 29, 2023
