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Sample Record for 2023-12-01-10

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

Project Information

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

Sample Information

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

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

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:
Number of specimens 2
Specimen Preparation method no data
Reheat protocol used no data
Mid term aging protocol no data
Test temperature 200 C
Condition method Water Bath
Specimen air voids 6.6 %
Specimen thickness 62 mm
Specimen diameter 150 mm
Displacement 3.7 mm
Peak load no data
Absolute value of the post-peak slope 18760100 N/m
Failure energy 3894 Joules/m^2
Work of failure 36.2 Joules
Cracking tolerance index 52
Specimen air voids 2 7.2 %
Specimen thickness 2 62 mm
Specimen diameter 2 150 mm
Displacement 2 3.9 mm
Peak load 2 no data
Absolute value of the post-peak slope 2 22010000 N/m
Failure energy 2 4067 Joules/m^2
Work of failure 2 37.8 Joules
Cracking tolerance index 2 48

Test 2 of 4

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
Verified Date: 08/06/2025
Date Tested: 01/10/2024
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:
Number of specimens 2
Specimen Preparation method no data
Reheat protocol used no data
Mid term aging protocol no data
Test temperature 2 C
Condition method Condition Chamber
Specimen air voids 6.5 %
Specimen thickness 62 mm
Specimen diameter 150 mm
Displacement 1.1 mm
Peak load no data
Absolute value of the post-peak slope 1 N/m
Failure energy 1 Joules/m^2
Work of failure no data0 Joules
Cracking tolerance index 1
Specimen air voids 2 6.5 %
Specimen thickness 2 62 mm
Specimen diameter 2 150 mm
Displacement 2 1.1 mm
Peak load 2 no data
Absolute value of the post-peak slope 2 1 N/m
Failure energy 2 1 Joules/m^2
Work of failure 2 no data0 Joules
Cracking tolerance index 2 1

Test 3 of 4

DIME Test ID: 2023-12-01-10-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/01/2025
Date Tested: 04/01/2025
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:
Bulk Specific Gravity 5.088

Test 4 of 4

DIME Test ID: 2023-12-01-10-5
Test Method: ASTM WK86870-0: New Test Method for Determination of Rutting Resistance Using High Temperature Indirect Tensile (HT-IDT) Strength of Asphalt Mixtures
Verified Date: 06/30/2025
Date Tested: 06/18/2025
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:
Number of specimens no data
Specimen Preparation method no data
Reheat protocol used None
Condition Method oven chamber
Condition temperature no data0 C
Condition time no data0 min