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Sample Record for 2025-05-17-19

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

Project Information

Project ID: 1000346 DEA: 081N6904 EFIS: 0823000037 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-15-36.6/37.0
Work Description: HMA, ROADWAY EXCAVATION, CLASS 2 AB, REMOVE BASE & SURFACING, RHMA.
Location Description: RIVERSIDE COUNTY IN CORONA FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CAJALCO ROAD OVERCROSSING
Contractor Name: SPLICE CONSTRUCTION CO, INC.
Contractor Address: Unknown
Resident Engineer: Xavier Avila Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-17-19
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: 05/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2025
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: Vulcan 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: 2025-05-17-19-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/02/2025
Date Tested: 06/25/2025
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:
ASTM Thermometer used? C
Softening Point Sample 1 56 C
Softening Point Sample 2 57 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2025-05-17-19-2
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/02/2025
Date Tested: 06/26/2025
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:
Determination Unworked Penetration
Unworked Penetration 53 0.1 mm

Test 3 of 3

DIME Test ID: 2025-05-17-19-3
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: 07/02/2025
Date Tested: 06/26/2025
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:
Temperature 25 C
Ball Penetration (P1) 10 mm
Final Dial reading (F1) 90 mm
Ball Penetration (P2) 7 mm
Final Dial reading (F2) 84 mm
Ball Penetration (P3) 8 mm
Final Dial reading (F3) 87 mm
Resilience 1 20 %
Resilience 2 23 %
Resilience 3 21 %
Average Resilience 21 %
Minutes Reaction no data