- Home
- Concrete Test Report Report ID: 95618
- Edit Download Report
Concrete Test Report
Date :06/25/2026
Project No :2026C125
Client Company :Lewis Contracting
Arrival Time :06/25/2026 08:00
Onsite Hours :9:00
Name of the Project :Pittman Park - Garibaldi St. Stormwater
Project Location :Atlanta
Weather :Sunny
Departure Time :06/25/2026 17:00
ASEC Technician Name :Sean Willett
Concrete Placement Information
Location(S):
N/A
Testing:
1 Set of concrete specimens (6 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: 1 Sets of concrete specimens/ 6 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: 1 Sets of concrete specimens/ 6 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
Specimen Type Selection : Cylinder
Set Number :A
Date Sampled :06/25/2026
Sampled By :Sean Willett
Contractor :Lewis Contracting
Truck Number :62382872
Time Batched :14:42
Location of Placement :Footing for retaining wall by entrance of site
Number of samples cast :6
Ambient Temperature (°f) :82
Slump (in.) :7.0
Water added (gal.) :N/A
Laboratory Number :2026-C224
Time Sampled :16:00
Weather Condition :Sunny
Concrete Supplier :quickcrete
Mix ID :45000COMNAASHAB
Quantity of Load (cu. yd.) :27.0
Sample Cast :1
Specified Strength :4500
Concrete Temperature(°f) :90
Air Content (%) :1.5
Unit Weight (pcf) :146.0
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 | N/A | ||||||||
| 2 | N/A | ||||||||
| 3 | N/A | ||||||||
| 4 | N/A | ||||||||
| 5 | N/A | ||||||||
| 6 | N/A |
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 / DateSean Willett, June 25, 2026
Reviewer Name / DateKenneth Mosman, July 06, 2026