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Concrete Test Report
Date :01/24/2024
Project No :2023C195
Client Company :Toll Bros. Inc.
Arrival Time :01/24/2024 11:00
Onsite Hours :05:00
Name of the Project :Kimbal Bridge Tract
Project Location :Alpharetta
Weather :Cloudy
Departure Time :01/24/2024 16:00
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 :01/24/2024
Sampled By :Aminullah Azimi
Contractor :Toll Brothers
Truck Number :1910
Time Batched :11::38
Location of Placement :retaining wall footing location shown in pictures
Number of samples cast :5
Ambient Temperature (°f) :51
Slump (in.) :5
Water added (gal.) :20
Laboratory Number :A
Time Sampled :12:15
Weather Condition :Cloudy
Concrete Supplier :Thomas
Mix ID :307-1FS
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :3000
Concrete Temperature(°f) :57
Air Content (%) :1.4
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 | 01/24/2024 | 01/31/2024 | 7 | ||||||
| 2 | 01/24/2024 | 01/31/2024 | 7 | ||||||
| 3 | 01/24/2024 | 02/21/2024 | 28 | ||||||
| 4 | 01/24/2024 | 02/21/2024 | 28 | ||||||
| 5 | 01/24/2024 | 04/23/2024 | 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 24, 2024
Reviewer Name / DateKenneth Mosman, March 10, 2024