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Concrete Test Report

Date :08/21/2024
Project No :2024C195
Client Company :CWM
Arrival Time :08/20/2024 18:00
Onsite Hours :07:45
Name of the Project :Ramp 21 Replacement
Project Location :HJAIA
Weather :Clear sky
Departure Time :08/21/2024 01:45
ASEC Technician Name :Solomon Cherie

Concrete Placement Information

Location(S):
Testing: 1 Set of concrete specimens (7 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/ 7 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: One set of four 6x12" cylinder for low slump Low energy mix were also cast.

Field Test Data

Set Number :
Date Sampled :
Sampled By :
Contractor :
Truck Number :
Time Batched :
Location of Placement :
Number of samples cast :7
Ambient Temperature (°f) :
Slump (in.) :
Water added (gal.) :
Laboratory Number :
Time Sampled :
Weather Condition :Clear sky
Concrete Supplier :
Mix ID :
Quantity of Load (cu. yd.) :
Sample Cast :1
Specified Strength :
Concrete Temperature(°f) :
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

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 / DateSolomon Cherie, August 21, 2024
Reviewer Name / DateKenneth Mosman, October 20, 2024