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Sample Record for 2023-08-29-71

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Project Information

Project ID: 212737 DEA: 060S8304 EFIS: 0615000046 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton

Sample Information

DIME Sample ID: 2023-08-29-71
TL Number from the TL Form: 028144
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 08/29/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: 2 CANS OF RUBBER BINDER
A brief description of the sample: RUBBER 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refining Co Inc

Material Information

Asphalt modifier supplier: San Joaquin Refining Co Inc
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: 2023-08-29-71-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/28/2023
Date Tested: 09/28/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 48 0.1 mm

Test 2 of 3

DIME Test ID: 2023-08-29-71-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/28/2023
Date Tested: 09/28/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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 61 C
Bath Liquid freshly boiled distilled water
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2023-08-29-71-3
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: 09/28/2023
Date Tested: 09/28/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 82 mm
Ball Penetration (P1) 10 mm
Final Dial reading (F2) 78 mm
Ball Penetration (P2) 9 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 10 mm
Resilience 1 28 %
Resilience 2 31 %
Resilience 3 30 %
Average Resilience 30 %
Minutes Reaction no data