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Concrete Test Report

Date :10/21/2022
Project No :2022C186
Client Company :Excellere
Arrival Time :10/21/2022 13:30
Onsite Hours :02:30
Name of the Project :Midblock Crosswalks
Project Location :Alpharetta
Weather :Clear and Sunny
Departure Time :10/21/2022 16:00
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Testing: 1 Set of concrete specimens (5 Cylinders per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The cylinders will remain on site for the initial 24-48 hrs curing.

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)

Pick Up:
1 Sets of concrete cylinders/ 5 cylinders 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: Cylinders were stored for the initial 24 hours
Near the poured structure
In an insulated curing box
Remarks: Our ASEC representative arrived on site as requested to observe the placement of 6 cubic yards of concrete for Milton Ave and Maple Street Patio. A slump of 4.5 inches was measured and a batch to placement time of less than 90 minutes was observed. A concrete temperature of 80 degrees was also measured. Concrete observed on this date appeared to be placed in compliance with project specifications with regard to temperature, slump, air content, and batch to placement time. The following samples were obtained for compressive strength testing in our lab. Set A - 1 set of 5 cylinders
Technician Signature / DateAminullah Azimi, October 21, 2022
Reviewer Name / DateKenneth Mosman, October 25, 2022