Skip to content

Concrete Test Report

Date :04/18/2023
Project No :2022C182
Client Company :Excellere
Arrival Time :04/18/2023 08:30
Onsite Hours :03:15
Name of the Project :Eastside Trolley Trail
Project Location :Atlanta
Weather :sunny
Departure Time :04/18/2023 11:40
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 : 141.4 PCF

Field Test Data

Set Number :
Date Sampled :04/18/2023
Sampled By :Vidal Shengan
Contractor :Excellere construction
Truck Number :3491
Time Batched :09:30
Location of Placement :Between 39+00 to 41+00
Number of samples cast :5
Ambient Temperature (°f) :75
Slump (in.) :2.3
Water added (gal.) :
Laboratory Number :
Time Sampled :10:08
Weather Condition :sunny
Concrete Supplier :Ready mix USA
Mix ID :1539154 GA DOT CL-A
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :69
Air Content (%) :5.7

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

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, April 18, 2023
Reviewer Name / DateKenneth Mosman, April 24, 2023