Skip to content

Concrete Test Report

Date :10/04/2022
Project No :2022C182
Client Company :Excellere
Arrival Time :10/04/2022 08:00
Onsite Hours :07:00
Name of the Project :Eastside Trolley Trail
Project Location :Atlanta
Weather :Cloudy
Departure Time :10/04/2022 15:00
ASEC Technician Name :Rasheen Biggins

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:

Field Test Data

Set Number :1
Date Sampled :10/04/2022
Sampled By :Rasheen Biggins
Contractor :Excellere
Truck Number :1 5313
Time Batched :09:36
Location of Placement :Sidewalk
Number of samples cast :5
Ambient Temperature (°f) :84
Slump (in.) :3.5
Water added (gal.) :
Laboratory Number :
Time Sampled :10:00
Weather Condition :Cloudy
Concrete Supplier :USA ready mix
Mix ID :
Quantity of Load (cu. yd.) :9.0
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :70
Air Content (%) :7.6

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 / DateRasheen Biggins, October 4, 2022
Reviewer Name / DateKenneth Mosman, June 20, 2023