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Sample Record for 2021-07-19-27

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Project Information

Project ID: 214926 DEA: 010E7204 EFIS: 0115000003 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-29-12.7/14.5
Work Description: ROADWAY EXCAVATION, HMA (TYPE A), RHMA-G, DRAINAGE & EROSION CONTROL.
Location Description: LAKE COUNTY NEAR LOWER LAKE FROM 0.8 MILE NORTH OF SPRUCE GROVE ROAD SOUTH TO 0.4 MILE SOUTH OF HOFACKER LANE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC.
Contractor Address: 246 GHILOTTI AVENUE, SANTA ROSA, CA 95407
Resident Engineer: Dan Kraft Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-19-27
TL Number from the TL Form: 724974
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: 07/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Valero

Material Information

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

Test Results

Test 1 of 3

DIME Test ID: 2021-07-19-27-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/28/2021
Date Tested: 07/28/2021
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 45 0.1 mm

Test 2 of 3

DIME Test ID: 2021-07-19-27-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/28/2021
Date Tested: 07/28/2021
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 64 C
Softening Point Sample 2 64 C
Bath Liquid USP glycerin

Test 3 of 3

DIME Test ID: 2021-07-19-27-3
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: 07/28/2021
Date Tested: 07/27/2021
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) 94 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 95 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F3) 90 mm
Ball Penetration (P3) 5 mm
Resilience 1 7 %
Resilience 2 8 %
Resilience 3 15 %
Average Resilience 10 %

Tests Assigned to this Sample

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