Print Report | Back to Sample Detail

Sample Record for 2023-09-05-54

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

Project Information

Project ID: 994620 DEA: 120T6304 EFIS: 1222000073 QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-39-3.2/5.8
Work Description: COLD PLANE AC PVMT AND PLACE RHMA.
Location Description: ORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE
Contractor Name: R.J. NOBLE COMPANY
Contractor Address: 15505 E. Lincoln Ave, Orange, CA 92865
Resident Engineer: Steven Kim Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-09-05-54
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: Production Start-Up
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2023
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: Asphalt Rubber Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0462-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: R. J. Noble- Orange

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-09-05-54-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/19/2023
Date Tested: 09/11/2023
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 36 0.1 mm

Test 2 of 3

DIME Test ID: 2023-09-05-54-2
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: 09/19/2023
Date Tested: 09/11/2023
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) 2 mm
Final Dial reading (F1) 71 mm
Ball Penetration (P2) 2 mm
Final Dial reading (F2) 71 mm
Ball Penetration (P3) 3 mm
Final Dial reading (F3) 70 mm
Resilience 1 31 %
Resilience 2 31 %
Resilience 3 33 %
Average Resilience 32 %
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-09-05-54-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/19/2023
Date Tested: 09/10/2023
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:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 62 C
Softening Point Sample 2 62 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data