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Sample Record for 2024-10-24-61

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

Project Information

Project ID: 1000231 DEA: 081N6504 EFIS: 0823000029 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-62-38.5/48.5
Work Description: RHMA-G, PARTIAL DEPTH RECYCLING, AND SHOULDER BACKING.
Location Description: SAN BERNARDINO COUNTY NEAR TWENTYNINE PALMS FROM GOPHER GROVE LANE TO GOLD CROWN ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Francisco Montellano Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-24-61
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: 10/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2024
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: Granite-Desert Hot Springs

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: 2024-10-24-61-1
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 11/07/2024
Date Tested: 11/07/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 67 C
Softening Point Sample 2 67 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 2 of 3

DIME Test ID: 2024-10-24-61-2
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 11/07/2024
Date Tested: 11/07/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 31 0.1 mm

Test 3 of 3

DIME Test ID: 2024-10-24-61-3
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: 11/07/2024
Date Tested: 11/07/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) 5 mm
Final Dial reading (F1) 56 mm
Ball Penetration (P2) 4 mm
Final Dial reading (F2) 55 mm
Ball Penetration (P3) 3 mm
Final Dial reading (F3) 54 mm
Resilience 1 49 %
Resilience 2 49 %
Resilience 3 49 %
Average Resilience 49 %
Minutes Reaction no data