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Sample Record for 2021-06-20-6

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

Project Information

Project ID: 215412 DEA: 061A9404 EFIS: 0620000141 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-20.0/21.0,30.9/37.3
Work Description: COLD PLANE AND REPLACE WITH RHMA (TYPE O).
Location Description: FRESNO COUNTY FROM 2 MILES NORTH OF ROUTE 5/33/145 SEPARATION TO SOUTH DERRIC AVENUE OVERCROSSING AND FROM 1 MILE NORTH OF ROUTE 5/33 SEPARATION TO 1.1 MILES SOUTH OF KAMM AVENUE OVERCROSSING
Contractor Name: Austin Enterprise
Contractor Address: Box 81926, Bakersfield, CA 93380
Resident Engineer: Din Dadawalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-20-6
TL Number from the TL Form: c040385
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: 06/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: Rubberized PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite - Coalinga

Material Information

Asphalt modifier supplier: San Joaquin Refining Co Inc
Performance Grade: PG 64-16
Lot number: 2
Sublot number: 17
Asphalt Rubber Binder Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-20-6-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/30/2021
Date Tested: 07/30/2021
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: 2018 Per Spec.
Test Result Compliance:
Additional Comments When Verified:
Determination Unworked Penetration
Unworked Penetration 48 0.1 mm

Test 2 of 3

DIME Test ID: 2021-06-20-6-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/30/2021
Date Tested: 07/30/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 61 C
Softening Point Sample 2 61 C
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2021-06-20-6-3
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: 07/30/2021
Date Tested: 07/29/2021
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: Per 2018 Standard Specifications
Test Result Compliance: does not comply
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 94 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 92 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 92 mm
Ball Penetration (P3) 1 mm
Resilience 1 7 %
Resilience 2 8 %
Resilience 3 9 %
Average Resilience 8 %
Minutes Reaction no data