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Concrete Test Report

Date :08/04/2020
Project No :
Client Company :Excellere Construction LLC
Arrival Time :08/04/2020 10:00
Onsite Hours :04:00
Name of the Project :Mountain Way Project
Project Location :Mountain Way NE, Atlanta, GA 30342
Weather :Sunny
Departure Time :08/04/2020 14:00
ASEC Technician Name :

Concrete Placement Information

Location(S):
Testing: 1 Set of concrete specimens (4 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/ 4 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: Concrete specimen were Lab cured and tested for compressive strength at AS Engineering and Consulting, LLC's sub-contractor facility. See the attached "Concrete Field and Lab Test Report" prepared by Wood Plc (FKA Amec Foster Wheeler) for strength test results.

Field Test Data

Set Number :ASEC2020001
Date Sampled :08/04/2020
Sampled By :
Contractor :Excellere Construction LLC
Truck Number :775
Time Batched :12:09
Location of Placement :140' sidewalk section along Mountain Way NE
Number of samples cast :4
Ambient Temperature (°f) :85
Slump (in.) :3
Water added (gal.) :5
Laboratory Number :202010072
Time Sampled :12:45
Weather Condition :Sunny
Concrete Supplier :Argos
Mix ID :2200DOT Class B
Quantity of Load (cu. yd.) :9
Sample Cast :1
Specified Strength :2200
Concrete Temperature(°f) :83
Air Content (%) :

Strength Test Results

Specimen Number Age (days) Date Tested Dia(in.) Area (sq in.) Maximum Loads (lbs) Strength (lbs) % Design Strength Type of Fracture
1 7 08/11/2020
2 28 09/01/2020
3 28 09/01/2020
4

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 / DateRamchandra Mogulla, August 4, 2020
Reviewer Name / DateKenneth Mosman, December 09, 2021