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Concrete Test Report

Date :08/23/2022
Project No :2022C186
Client Company :Excellere
Arrival Time :08/23/2022 8:30
Onsite Hours :04:00
Name of the Project :Midblock Crosswalks
Project Location :Alpharetta
Weather :Cloudy
Departure Time :08/23/2022 12:30
ASEC Technician Name :Aminullah Azimi

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: Our ASEC representative arrived on site as requested to observe the placement of 10 cubic yards of 3000 psi concrete for sidewalk and curbs at locations: Curbing along the right side of the road from STA 0+25 to STA 1+65 and sidewalk on the right side of the road from STA 2+10 to STA 2+75. A slump of 4 inches was measured. Concrete placement was performed within 90 minutes of batch time, and concrete temperature was measured at 80 degrees Fahrenheit, Unit Weight of Concrete tested on this day: 147.6 pcf 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. Set A 1 set of 5 cylinders (3000 psi)

Field Test Data

Set Number :2022ASEC004
Date Sampled :08/23/2022
Sampled By :Aminullah Azimi
Contractor :Excellere Construction
Truck Number :
Time Batched :
Location of Placement :1009 Mid Broadwell Road, Alpharetta, GA
Number of samples cast :5
Ambient Temperature (°f) :78
Slump (in.) :4
Water added (gal.) :
Laboratory Number :
Time Sampled :
Weather Condition :Cloudy
Concrete Supplier :USA Ready Mix
Mix ID :
Quantity of Load (cu. yd.) :
Sample Cast :1
Specified Strength :3000
Concrete Temperature(°f) :80
Air Content (%) :5.1

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 / DateAminullah Azimi, August 23, 2022
Reviewer Name / DateRamchandra Mogulla, November 08, 2022