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Concrete Test Report
Date :01/15/2024
Project No :2023C136
Client Company :Excellere
Arrival Time :01/15/2024 9:15
Onsite Hours :02:15
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :cloudy
Departure Time :01/15/2024 11:30
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
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 :01/15/2024
Sampled By :Aminullah Azimi
Contractor :Excellere
Truck Number :2141
Time Batched :9:19
Location of Placement :between STA 11+84.5 to 12+44.5,
Number of samples cast :5
Ambient Temperature (°f) :42
Slump (in.) :6
Water added (gal.) :20
Laboratory Number :5
Time Sampled :9:48
Weather Condition :cloudy
Concrete Supplier :Thomas
Mix ID :Class D FA
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :408003FA
Concrete Temperature(°f) :55
Air Content (%) :4.5
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 |
|---|---|---|---|---|---|---|---|---|---|
| 1 | 01/15/2024 | 01/22/2024 | 7 | ||||||
| 2 | 01/15/2024 | 01/22/2024 | 7 | ||||||
| 3 | 01/15/2024 | 02/12/2024 | 28 | ||||||
| 4 | 01/15/2024 | 02/12/2024 | 28 | ||||||
| 5 | 01/15/2024 | 04/14/2024 | 89.95833333333333 |
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 15, 2024
Reviewer Name / DateKenneth Mosman, March 10, 2024