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Concrete Test Report

Date :05/03/2023
Project No :2022C182
Client Company :Excellere
Arrival Time :05/03/2023 08:30
Onsite Hours :02:30
Name of the Project :Eastside Trolley Trail
Project Location :Atlanta
Weather :sunny
Departure Time :05/03/2023 11:00
ASEC Technician Name :Vidal Shengan

Concrete Placement Information

Location(S):
Testing: 1 Set of concrete specimens (5 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: 1 Sets of concrete cylinders/ 5 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: Unit weight: 144.2 PCF

Field Test Data

Set Number :
Date Sampled :05/03/2023
Sampled By :Vidal Shengan
Contractor :Excellere construction
Truck Number :2039
Time Batched :09:25
Location of Placement :Sta 43+00
Number of samples cast :5
Ambient Temperature (°f) :70
Slump (in.) :3
Water added (gal.) :
Laboratory Number :
Time Sampled :10:00
Weather Condition :sunny
Concrete Supplier :Ready mix
Mix ID :1539154 GA DOT CL-A
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :65
Air Content (%) :4.9

Strength Test Results

Specimen Number Age (days) Date Tested Dia(in.) Area (sq in.) Maximum Loads (lbs) Strength (lbs) % Design Strength Type of Fracture
1
2
3
4
5

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 / DateVidal Shengan, May 3, 2023
Reviewer Name / DateKenneth Mosman, May 07, 2023