Sample Record for 2025-09-28-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995060 DEA: 081J2604 EFIS: 0818000012 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-215-R13.5/R19.5
Work Description: RHMA, REPLACE AC SURFACING, ROCK BLANKET, AND COMPOST.
Location Description: RIVERSIDE COUNTY IN MURRIETA AND MENIFEE FROM 1.0 MILE NORTH OF CLINTON KEITH ROAD TO 1.0 MILE NORTH OF NEWPORT ROAD
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 4211 Ponderosa Avenue, Suite C, San Diego, CA 92123
Resident Engineer: Osama Abdalla Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-09-28-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2025
The quantity of what the sample constitutes: 1can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: RJ Noble-Corona
Material Information
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2025-09-28-21-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 03/04/2026
Date Tested: 03/02/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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ASTM Thermometer used?
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C
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Softening Point Sample 1
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63 C
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Softening Point Sample 2
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63 C
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Bath Liquid
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freshly boiled distilled water
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Minutes Reaction
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no data
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Test 2 of 3
DIME Test ID: 2025-09-28-21-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 03/04/2026
Date Tested: 03/03/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Determination
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Unworked Penetration
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Unworked Penetration
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25 0.1 mm
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Test 3 of 3
DIME Test ID: 2025-09-28-21-3
Test Method: ASTM D5329-20: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
Verified Date: 03/04/2026
Date Tested: 03/03/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Due to test owner's privacy settings, you do not have permission to view this test data.
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Temperature
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25 C
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Ball Penetration (P1)
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2 mm
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Final Dial reading (F1)
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50 mm
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Ball Penetration (P2)
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3 mm
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Final Dial reading (F2)
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53 mm
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Ball Penetration (P3)
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2 mm
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Final Dial reading (F3)
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51 mm
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Resilience 1
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52 %
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Resilience 2
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50 %
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Resilience 3
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51 %
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Average Resilience
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51 %
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Minutes Reaction
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no data
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