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Concrete Test Report

Date :10/25/2023
Project No :2023C136
Client Company :Excellere
Arrival Time :10/25/2023 8:00
Onsite Hours :07:00
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :sunny
Departure Time :10/25/2023 15:00
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S): N/A
Testing: A Set of concrete specimens (5 per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The specimen 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)

Specimen
Pick Up:
A Sets of concrete specimens/ 5 specimen 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: Specimen were stored for the initial 24 hours.
Near the poured structure
In an insulated curing box
Other
Remarks:

Field Test Data

Set Number :A
Date Sampled :10/25/2023
Sampled By :Aminullah Azimi
Contractor :Excellere
Truck Number :1934
Time Batched :11:29
Location of Placement :B4 to B7 or from STA 200+63.4 to 201+03.45 Mansell road.
Number of samples cast :5
Ambient Temperature (°f) :68
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :A
Time Sampled :12:03
Weather Condition :sunny
Concrete Supplier :Tomas
Mix ID :Class D FA
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :408003FA
Concrete Temperature(°f) :69
Air Content (%) :3.5
Unit Weight (pcf) :N/A

Strength Test Results

Specimen Number Scheduled Test Date Date Tested Age (days) Dia(in.) Area (sq in.) Maximum Loads (lbf) Strength (lbs) % Design Strength Type of Fracture
A 10/25/2023 11/01/2023 7

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, October 25, 2023
Reviewer Name / DateKenneth Mosman, November 12, 2023