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Sample Record for 2022-05-27-33

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: 2022-05-27-33
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/27/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2022
The quantity of what the sample constitutes: 24 boxes of HMA, 2 quarts of binder
A brief description of the sample: 1/2" HMA-A , 15% RAP, PG 64-28
From where was the sample collected: Supplier
Laboratory sample identification: 022-018
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Porterville

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2022-05-27-33-1
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: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 5. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 7.5 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 5.5 mm
Absolute value of the post-peak slope 2916 N/m
Failure energy 11480 Joules/m^2
Work of failure 37.03 Joules
Cracking tolerance index 143.7

Test 2 of 6

DIME Test ID: 2022-05-27-33-2
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: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 6. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 7.4 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 5.1 mm
Absolute value of the post-peak slope 2837 N/m
Failure energy 10428 Joules/m^2
Work of failure 34.15 Joules
Cracking tolerance index 126

Test 3 of 6

DIME Test ID: 2022-05-27-33-3
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
Verified Date: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 8. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 7.3 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 5.4 mm
Absolute value of the post-peak slope 3069 N/m
Failure energy 10078 Joules/m^2
Work of failure 36.7 Joules
Cracking tolerance index 118.2

Test 4 of 6

DIME Test ID: 2022-05-27-33-4
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
Verified Date: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 10. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
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 5.4 mm
Absolute value of the post-peak slope 3053 N/m
Failure energy 10701 Joules/m^2
Work of failure 39.63 Joules
Cracking tolerance index 126.8

Test 5 of 6

DIME Test ID: 2022-05-27-33-5
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
Verified Date: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 12. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 6.7 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 5.0 mm
Absolute value of the post-peak slope 3576 N/m
Failure energy 10834 Joules/m^2
Work of failure 36.84 Joules
Cracking tolerance index 100.5

Test 6 of 6

DIME Test ID: 2022-05-27-33-6
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
Verified Date: 06/28/2022
Date Tested: 06/23/2022
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: Specimen# 14. Normal specimen processing; no extra ageing
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of specimens 1
Test temperature 25 C
Specimen preparation method and aging condition Condition Chamber
Specimen air voids 7.1 %
Specimen thickness 62.0 mm
Specimen diameter 150.0 mm
Displacement 4.8 mm
Absolute value of the post-peak slope 4125 N/m
Failure energy 10212 Joules/m^2
Work of failure 37.5 Joules
Cracking tolerance index 78.6