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Sample Record for 2024-04-30-36

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

Project Information

Project ID: 994147 DEA: 120R4104 EFIS: 1218000090 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-1-17.4/21.5
Work Description: COLD PLANE AC AND PLACE RHMA-G.
Location Description: ORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Omid Mazdiyasni Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-30-36
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: 04/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2024
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 Orange

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: 2024-04-30-36-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 06/03/2024
Date Tested: 05/06/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 60 C
Softening Point Sample 2 60 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2024-04-30-36-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 06/03/2024
Date Tested: 05/07/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 32 0.1 mm

Test 3 of 3

DIME Test ID: 2024-04-30-36-3
Test Method: ASTM D5329-16: 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: 06/03/2024
Date Tested: 05/07/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 76 mm
Ball Penetration (P1) 3 mm
Final Dial reading (F2) 72 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 73 mm
Ball Penetration (P3) 0 mm
Resilience 1 27 %
Resilience 2 28 %
Resilience 3 27 %
Average Resilience 27 %
Minutes Reaction no data