Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
DIME Sample ID: 2023-12-01-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Sample Organization Contact: (562) 500-5861
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/01/2023
The quantity of what the sample constitutes: 0
A brief description of the sample: 0
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: 0
DIME Test ID: 2023-12-01-10-2
Test Method: ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate Temperature
Verified Date: 12/05/2023
Date Tested: 12/05/2023
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of specimens
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2
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Specimen Preparation method
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no data
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Aging Protocol
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None
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Short term aging protocol
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no data
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Mid term aging protocol
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no data
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Aging Protocol ID
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1 (R 30)
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Test temperature
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200 C
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Condition method
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Water Bath
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Specimen air voids
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6.6 %
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Specimen thickness
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62 mm
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Specimen diameter
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150 mm
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Displacement
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3.7 mm
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Peak load
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no data
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Absolute value of the post-peak slope
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18760100 N/m
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Failure energy
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3894 Joules/m^2
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Work of failure
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36.2 Joules
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Cracking tolerance index
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52
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Specimen air voids 2
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7.2 %
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Specimen thickness 2
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62 mm
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Specimen diameter 2
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150 mm
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Displacement 2
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3.9 mm
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Peak load 2
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no data
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Absolute value of the post-peak slope 2
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22010000 N/m
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Failure energy 2
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4067 Joules/m^2
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Work of failure 2
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37.8 Joules
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Cracking tolerance index 2
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48
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DIME Test ID: 2023-12-01-10-3
Test Method: ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate Temperature
Submitted By Organization: CT HQ - Sacramento Materials Management Branch Field Office
Organization Address: 5900 Folsom Boulevard, MS 5,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: brett.soldano@dot.ca.gov
Organization Phone: (562) 500-5861
Data has not been verified.
