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Concrete Test Report

Date :01/08/2024
Project No :2023C136
Client Company :Excellere
Arrival Time :01/08/2024 7:00
Onsite Hours :03:00
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :cloudy
Departure Time :01/08/2024 10:00
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S):
Testing: A 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:
A 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: Air content for first truck#2235 was low than specified limit rabe.

Field Test Data

Set Number :A
Date Sampled :01/08/2024
Sampled By :Aminullah Azimi
Contractor :expeller
Truck Number :2235
Time Batched :6:32
Location of Placement :STA 12+44.5 to STA 14+04.5 Big creak Greenway
Number of samples cast :5
Ambient Temperature (°f) :48
Slump (in.) :5
Water added (gal.) :
Laboratory Number :5
Time Sampled :7:18
Weather Condition :cloudy
Concrete Supplier :thomas
Mix ID :Class D FA
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :4000
Concrete Temperature(°f) :55
Air Content (%) :1.8

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 7 01/15/2024
2 7 01/15/2024
3 28 02/05/2024
4 28 02/05/2024
5 89.95833333333333 04/07/2024

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, January 8, 2024