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Concrete Test Report

Date :06/26/2023
Project No :2023C136
Client Company :Excellere
Arrival Time :06/26/2023 8:00
Onsite Hours :9:30
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :cloudy
Departure Time :06/26/2023 17:30
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S):
Testing: A Set of concrete specimens (4 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: A Sets of concrete cylinders/ 4 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: Slump was 4 inches

Field Test Data

Set Number :A
Date Sampled :06/26/2023
Sampled By :Aminullah Azimi
Contractor :Excellere
Truck Number :0
Time Batched :10:00
Location of Placement :beam at STA 18+40.73
Number of samples cast :4
Ambient Temperature (°f) :77
Slump (in.) :4
Water added (gal.) :0
Laboratory Number :4
Time Sampled :10:00
Weather Condition :cloudy
Concrete Supplier :Site mix
Mix ID :Quikrete
Quantity of Load (cu. yd.) :4
Sample Cast :A
Specified Strength :5000
Concrete Temperature(°f) :62
Air Content (%) :1.5

Strength Test Results

Specimen Number Age (days) Date Tested Dia(in.) Area (sq in.) Maximum Loads (lbs) Strength (lbs) % Design Strength Type of Fracture
A 27 07/23/2023 6

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 / DateAminullah Azimi, June 26, 2023
Reviewer Name / DateKenneth Mosman, July 30, 2023