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Concrete Test Report
Date :05/19/2026
Project No :2026C115-WO 1
Client Company :WSP
Arrival Time :05/19/2026 02:00
Onsite Hours :06:00
Name of the Project :Lanier Islands Parkway
Project Location :Buford
Weather :clear
Departure Time :05/19/2026 08:00
ASEC Technician Name :Samara Simha Reddy Kandi
Concrete Placement Information
Location(S):
N/A
Testing:
1 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: 1 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: 1 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
Specimen Type Selection : Cylinder
Set Number :N/A
Date Sampled :05/19/2026
Sampled By :Samara Simha Reddy Kandi
Contractor :Lanier Islands
Truck Number :354
Time Batched :04:01
Location of Placement :slab(flat work)
Number of samples cast :5
Ambient Temperature (°f) :65
Slump (in.) :5
Water added (gal.) :5
Laboratory Number :2026-164
Time Sampled :04:30
Weather Condition :clear
Concrete Supplier :Morgan concrete company(Conlan company)
Mix ID :N/A
Quantity of Load (cu. yd.) :10
Sample Cast :1
Specified Strength :N/A
Concrete Temperature(°f) :73
Air Content (%) :1.9
Unit Weight (pcf) :148.8
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 | 05/19/2026 | N/A | |||||||
| 2 | 06/02/2026 | N/A | |||||||
| 3 | 06/16/2026 | N/A | |||||||
| 4 | 06/16/2026 | N/A | |||||||
| 5 | 07/14/2026 | 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 / DateSamara Simha Reddy Kandi, May 19, 2026
Reviewer Name / DateKenneth Mosman, May 26, 2026