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Concrete Test Report
Date :11/30/2023
Project No :2023C136
Client Company :Excellere
Arrival Time :11/30/2023 7:00
Onsite Hours :07:00
Name of the Project :Big Creek Boardwalks
Project Location :Alpharetta
Weather :sunny
Departure Time :11/30/2023 14:00
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
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 :11/30/2023
Sampled By :Aminullah Azimi
Contractor :Expeller construction .LLC
Truck Number :2283
Time Batched :6:36
Location of Placement :from STA 200+577 to STA 200+38.4 Mansell spur and STA 10+09.17 to 11+24.5 Big creak.
Number of samples cast :5
Ambient Temperature (°f) :43
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :A
Time Sampled :7:25
Weather Condition :sunny
Concrete Supplier :Thomas
Mix ID :408003FA
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :4000
Concrete Temperature(°f) :55
Air Content (%) :4.2
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 | 11/30/2023 | 12/07/2023 | 7 | ||||||
| A | 11/30/2023 | 12/07/2023 | 7 | ||||||
| A | 11/30/2023 | 12/28/2023 | 28 | ||||||
| A | 11/30/2023 | 12/28/2023 | 28 | ||||||
| A | 11/30/2023 | 02/28/2024 | 90 |
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, November 30, 2023
Reviewer Name / DateKenneth Mosman, March 08, 2024