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Concrete Test Report

Date :02/04/2022
Project No :2022C109
Client Company :CWM
Arrival Time :01/24/2022 05:30
Onsite Hours :07:30
Name of the Project :Asphalt Plant, Dalton
Project Location :Dalton
Weather :25 freezing
Departure Time :01/24/2022 13:00
ASEC Technician Name :Russell Hendrix

Concrete Placement Information

Location(S):
Testing: 2 Set of concrete specimens (6 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: 2 Sets of concrete cylinders/ 6 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: The site was visited by the undersigned AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to assure compliance with project drawings/specifications, applicable codes, and materials submittals. The following observations were made on site today: All tests conducted were within specification; however, due to low ambient temperature on one test the air meter was frozen and on another test the slump cone was frozen. Those tests were unable to be conducted. The equipment was placed in a heated environment to thaw. A pump truck was used throughout the day except for 4 trucks that were placed directly into the slab.

Field Test Data

Set Number :1
Date Sampled :01/24/2022
Sampled By :Russell Hendrix
Contractor :C.W. Matthews
Truck Number :200 yards
Time Batched :07:00
Location of Placement :slab
Number of samples cast :6
Ambient Temperature (°f) :25
Slump (in.) :
Water added (gal.) :
Laboratory Number :1
Time Sampled :07:30
Weather Condition :25 freezing
Concrete Supplier :Basic
Mix ID :
Quantity of Load (cu. yd.) :10
Sample Cast :2
Specified Strength :3000
Concrete Temperature(°f) :51
Air Content (%) :4.5

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

Field Test Data

Set Number :2
Date Sampled :01/24/2022
Sampled By :Russell Hendrix
Contractor :CW Mathews
Truck Number :390 yards
Time Batched :09:30
Location of Placement :slab
Number of samples cast :6
Ambient Temperature (°f) :30
Slump (in.) :5
Water added (gal.) :
Laboratory Number :2
Time Sampled :10:00
Weather Condition :25 freezing
Concrete Supplier :Basic
Mix ID :
Quantity of Load (cu. yd.) :10
Sample Cast :2
Specified Strength :3000
Concrete Temperature(°f) :53
Air Content (%) :4.9

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 / DateRussell Hendrix, February 4, 2022
Reviewer Name / DateKenneth Mosman, February 11, 2022