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Concrete Test Report

Date :05/10/2024
Project No :2021C002
Client Company :CW Matthews
Arrival Time :05/10/2024 8:00
Onsite Hours :9:00
Name of the Project :Runway 9L End Around Taxiway
Project Location :HJAIA
Weather :cloudy
Departure Time :05/10/2024 17:00
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S):
Testing: A 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: A 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:

Field Test Data

Set Number :A
Date Sampled :05/10/2024
Sampled By :Aminullah Azimi
Contractor :Lowes
Truck Number :2205
Time Batched :12:09
Location of Placement :bend 30 at STA 7021+32.82
Number of samples cast :5
Ambient Temperature (°f) :78
Slump (in.) :3
Water added (gal.) :0
Laboratory Number :A
Time Sampled :12:30
Weather Condition :cloudy
Concrete Supplier :Argos
Mix ID :3000
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :3000
Concrete Temperature(°f) :81
Air Content (%) :3.8

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, May 10, 2024
Reviewer Name / DateKenneth Mosman, July 10, 2024