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Sample Record for 2021-07-26-33

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Project Information

Project ID: 215551 DEA: 051M0104 EFIS: 0519000048 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-R16.8/20.0
Work Description: OVERLAY EXISTING ROADBED WITH RHMA (GAP GRADED).
Location Description: MONTEREY COUNTY IN AND NEAR SALINAS FROM 0.9 MILE EAST OF TORO PARK UNDERCROSSING TO BLANCO ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Baljinder Brar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-26-33
TL Number from the TL Form: 972767
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 07/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/11/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: RUBBER
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2021-07-26-33-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/20/2021
Date Tested: 08/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 43 0.1 mm

Test 2 of 3

DIME Test ID: 2021-07-26-33-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/20/2021
Date Tested: 08/13/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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 73 C
Softening Point Sample 2 73 C
Bath Liquid USP glycerin

Test 3 of 3

DIME Test ID: 2021-07-26-33-3
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: 08/16/2021
Date Tested: 08/12/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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) 103 mm
Ball Penetration (P1) 6 mm
Final Dial reading (F2) 100 mm
Ball Penetration (P2) 5 mm
Final Dial reading (F3) 96 mm
Ball Penetration (P3) 4 mm
Resilience 1 3 %
Resilience 2 5 %
Resilience 3 8 %
Average Resilience 5 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.