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Concrete Test Report

Date :07/15/2022
Project No :2022C186
Client Company :Excellere
Arrival Time :07/15/2022 09:30
Onsite Hours :02:00
Name of the Project :Midblock Crosswalks
Project Location :Alpharetta
Weather :Clear
Departure Time :07/15/2022 11:30
ASEC Technician Name :Jamal Geathers

Concrete Placement Information

Location(S):
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.
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)
Cylinders
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
Other
Remarks: As requested by Excellere Construction LLC, the site was visited by the AS Engineering and Consulting (ASEC) representative noted above, for the purpose of sampling fresh concrete placed for sidewalk placement scheduled for this day. The following are the results of our concrete sampling. Site Observations: Concrete was tested and sampled. 1 set of (5) 6" x 12" cylinders were cast for compressive strength. Concrete Testing Results: Sample 1, 2 cyds. placed, mix Id G Dot Class A Concrete Temperature: 85 degrees F Slump: 3.5 Air: 5 Unit Weight: 145.8 lbs/ft^3

Field Test Data

Set Number :ASEC2022001
Date Sampled :07/15/2022
Sampled By :Jamal Geathers
Contractor :Excellere Construction
Truck Number :
Time Batched :
Location of Placement :168 Mayfield Road
Number of samples cast :5
Ambient Temperature (°f) :82
Slump (in.) :3.5
Water added (gal.) :0
Laboratory Number :
Time Sampled :
Weather Condition :Clear
Concrete Supplier :
Mix ID :
Quantity of Load (cu. yd.) :2
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :85
Air Content (%) :5

Strength Test Results

Specimen Number Age (days) Date Tested Dia(in.) Area (sq in.) Maximum Loads (lbs) Strength (lbs) % Design Strength Type of Fracture

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 / DateJamal Geathers, July 15, 2022
Reviewer Name / DateRamchandra Mogulla, February 22, 2023