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: 2024-04-01-20
TL Number from the TL Form:
Sample Submitted By Organization: UC Pavement Research Center - Davis
Sample Organization Contact: (530) 304-8941
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2024
The quantity of what the sample constitutes: 1000 tons
A brief description of the sample: 1/2 RHMA-G PG64-16 Valero
From where was the sample collected: Source
Laboratory sample identification: UCPRC
Structure unique identifier: 03-SAC-5-32.74
Structure name: Sac 50 Design Build
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
DIME Test ID: 2024-04-01-20-1
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: 10/17/2024
Date Tested: 08/23/2024
Submitted By Organization: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
General Comments for this Test: Load Rate
Test Result Compliance:
Additional Comments When Verified:
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Number of specimens
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5
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Specimen Preparation method
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PMLC
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Reheat protocol used
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no data
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Mid term aging protocol
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no data
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Test temperature
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25 C
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Condition method
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Condition Chamber
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Specimen air voids
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6.7 %
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Specimen thickness
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94.9 mm
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Specimen diameter
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150.1 mm
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Displacement
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4.1 mm
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Peak load
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33.3 kN
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Absolute value of the post-peak slope
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15889040 N/m
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Failure energy
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8884 Joules/m^2
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Work of failure
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82.6567 Joules
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Cracking tolerance index
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15.2
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Specimen air voids 2
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6.7 %
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Specimen thickness 2
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94.9 mm
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Specimen diameter 2
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150.3 mm
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Displacement 2
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3.7 mm
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Peak load 2
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31.1 kN
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Absolute value of the post-peak slope 2
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7434331 N/m
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Failure energy 2
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8217 Joules/m^2
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Work of failure 2
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76.5574 Joules
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Cracking tolerance index 2
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27.3
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Specimen air voids 3
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7.4 %
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Specimen thickness 3
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95.1 mm
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Specimen diameter 3
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150.1 mm
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Displacement 3
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3.7 mm
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Peak load 3
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31.4 kN
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|
Absolute value of the post-peak slope 3
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10157414 N/m
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Failure energy 3
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8393 Joules/m^2
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Work of failure 3
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78.089 Joules
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Cracking tolerance index 3
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20.6
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Specimen air voids 4
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7.4 %
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Specimen thickness 4
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95.2 mm
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Specimen diameter 4
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150 mm
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Displacement 4
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4.7 mm
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Peak load 4
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32.4 kN
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Absolute value of the post-peak slope 4
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6954464 N/m
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Failure energy 4
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10082 Joules/m^2
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Work of failure 4
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93.7724 Joules
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Cracking tolerance index 4
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45.1
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Specimen air voids 5
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6.8 %
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Specimen thickness 5
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95 mm
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Specimen diameter 5
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150.1 mm
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Displacement 5
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4.2 mm
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Peak load 5
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29.2 kN
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Absolute value of the post-peak slope 5
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14016911 N/m
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Failure energy 5
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7703 Joules/m^2
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Work of failure 5
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71.6716 Joules
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Cracking tolerance index 5
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15.4
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DIME Test ID: 2024-04-01-20-2
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
Submitted By Organization: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
Data has not been verified.
DIME Test ID: 2024-04-01-20-3
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: UC Pavement Research Center - Davis
Organization Address: 2001 Ghausi Hall,
Organization City: Davis
Organization State: CA
Organization Zipcode: 95616
Organization Email: jbuscheck@ucdavis.edu
Organization Phone: (530) 304-8941
Data has not been verified.
