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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):
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: 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.) :
Laboratory Number :
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

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 / DateKenneth Mosman, March 13, 2023
Reviewer Name / DateRamchandra Mogulla, May 29, 2023