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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
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 :Excellere
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
Reviewer Name / DateKenneth Mosman, March 10, 2024