Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994869 DEA: 073237U4 EFIS: 0720000224
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-13.3/19
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description: VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
Contractor Name: C. A. RASMUSSEN INC.
Contractor Address: 28548 Livingston Ave., Valencia, CA, 91355
Resident Engineer: Denrick Bautista Structure Rep.: Unknown
DIME Sample ID: 2024-03-05-67
TL Number from the TL Form: 1765
Sample Submitted By Organization: UC Pavement Research Center - Davis
Sample Organization Contact: (530) 304-8941
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2024
The quantity of what the sample constitutes: 48 buckets
A brief description of the sample: 3/4" HMA Type-A Virgin nSSP
From where was the sample collected: Supplier
Laboratory sample identification: 492MixFJMF2
Structure unique identifier:
Structure name: JMF Hot Drop
The fabricator/manufacturer/facility name: Vulcan Saticoy
DIME Test ID: 2024-03-05-67-1
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: 10/02/2024
Date Tested: 10/02/2024
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: Verifies
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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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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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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7 %
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Specimen thickness
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61.9 mm
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Specimen diameter
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149.7 mm
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Displacement
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4.2 mm
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Peak load
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15.9 kN
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Absolute value of the post-peak slope
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7 N/m
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Failure energy
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7061 Joules/m^2
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Work of failure
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65.4 Joules
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Cracking tolerance index
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27
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Specimen air voids 2
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7 %
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Specimen thickness 2
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62.1 mm
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Specimen diameter 2
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149.7 mm
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Displacement 2
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3.8 mm
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Peak load 2
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17.3 kN
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Absolute value of the post-peak slope 2
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7200000 N/m
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Failure energy 2
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6591 Joules/m^2
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Work of failure 2
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61.2 Joules
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Cracking tolerance index 2
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22
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Specimen air voids 3
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7 %
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Specimen thickness 3
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61.9 mm
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Specimen diameter 3
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149.4 mm
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Displacement 3
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3.5 mm
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Peak load 3
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19.6 kN
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Absolute value of the post-peak slope 3
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10400000 N/m
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Failure energy 3
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7035 Joules/m^2
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Work of failure 3
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65.1 Joules
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Cracking tolerance index 3
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16
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Specimen air voids 4
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7 %
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Specimen thickness 4
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62 mm
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Specimen diameter 4
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149.5 mm
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Displacement 4
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3.5 mm
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Peak load 4
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19.3 kN
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Absolute value of the post-peak slope 4
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10700000 N/m
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Failure energy 4
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6840 Joules/m^2
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Work of failure 4
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63.4 Joules
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Cracking tolerance index 4
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15
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Specimen air voids 5
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7 %
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Specimen thickness 5
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62 mm
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Specimen diameter 5
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149.8 mm
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Displacement 5
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3.8 mm
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Peak load 5
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19.1 kN
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Absolute value of the post-peak slope 5
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11300000 N/m
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Failure energy 5
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6470 Joules/m^2
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Work of failure 5
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60.1 Joules
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Cracking tolerance index 5
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14
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