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Sample Record for 2022-09-15-95

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 22225 DEA: HMA-RSRCH EFIS: HMA-RSRCH QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: In-house research studies for FHWA on Asphalt Mixture Performance Tester (AMPT) and Cracking Tolerance Index of Asphalt Mixtures (IDEAL CT)
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-09-15-95
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Informational
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/15/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 10 RHMA -G Boxes
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Santa Rosa

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2022-09-15-95-1
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
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 2 of 7

DIME Test ID: 2022-09-15-95-2
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: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 3 of 7

DIME Test ID: 2022-09-15-95-3
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 Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 4 of 7

DIME Test ID: 2022-09-15-95-4
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 Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 5 of 7

DIME Test ID: 2022-09-15-95-5
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 Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 6 of 7

DIME Test ID: 2022-09-15-95-6
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 Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
Data has not been verified.

Test 7 of 7

DIME Test ID: 2022-09-15-95-7
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: 12/06/2023
Date Tested: 03/09/2023
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens 6
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 7.2 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 5.6 mm
Absolute value of the post-peak slope 1226 N/m
Failure energy 8298 Joules/m^2
Work of failure 77.2 Joules
Cracking tolerance index 253
Specimen air voids 2 7.1 %
Specimen thickness 2 62.0 mm
Specimen diameter 2 150.0 mm
Displacement 2 5.3 mm
Absolute value of the post-peak slope 2 1421 N/m
Failure energy 2 8968 Joules/m^2
Work of failure 2 83.4 Joules
Cracking tolerance index 2 223
Specimen air voids 3 6.6 %
Specimen thickness 3 62.0 mm
Specimen diameter 3 150.0 mm
Displacement 3 4.9 mm
Absolute value of the post-peak slope 3 1599 N/m
Failure energy 3 8453 Joules/m^2
Work of failure 3 78.6 Joules
Cracking tolerance index 3 173
Specimen air voids 4 7.2 %
Specimen thickness 4 62.0 mm
Specimen diameter 4 150.0 mm
Displacement 4 5.8 mm
Absolute value of the post-peak slope 4 1183 N/m
Failure energy 4 9280 Joules/m^2
Work of failure 4 86.3 Joules
Cracking tolerance index 4 304
Specimen air voids 5 6.7 %
Specimen thickness 5 62.0 mm
Specimen diameter 5 150.0 mm
Displacement 5 5.2 mm
Absolute value of the post-peak slope 5 1274 N/m
Failure energy 5 8406 Joules/m^2
Work of failure 5 78.2 Joules
Cracking tolerance index 5 227
Specimen air voids 6 6.8 %
Specimen thickness 6 62.0 mm
Specimen diameter 6 150.0 mm
Displacement 6 5.9 mm
Absolute value of the post-peak slope 6 1169 N/m
Failure energy 6 9613 Joules/m^2
Work of failure 6 89.4 Joules
Cracking tolerance index 6 325