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Sample Record for 2020-07-16-31

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Project Information

Project ID: 213733 DEA: 051C85U4 EFIS: 0518000156 QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.2/17.5
Work Description: Santa Cruz 1 CAPM and Bridge Rails
Location Description: SANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Contractor Name: Granite Construction
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-16-31
TL Number from the TL Form: 842891
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: 07/16/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/29/2020
The quantity of what the sample constitutes: 4 cans each, #20 TEST (#18-21)
A brief description of the sample: Rubber Asphalt Binder
From where was the sample collected: Source
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: 1
Sublot number: 73

Test Results

Test 1 of 3

DIME Test ID: 2020-07-16-31-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 08/12/2020
Date Tested: 08/06/2020
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:
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 39 0.1 mm

Test 2 of 3

DIME Test ID: 2020-07-16-31-2
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: 08/12/2020
Date Tested: 08/06/2020
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:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 75 mm
Ball Penetration (P1) 1 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P2) 1 mm
Final Dial reading (F3) 80 mm
Ball Penetration (P3) 1 mm
Resilience 1 26 %
Resilience 2 21 %
Resilience 3 21 %
Average Resilience 23 %

Test 3 of 3

DIME Test ID: 2020-07-16-31-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 08/12/2020
Date Tested: 08/06/2020
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:
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 65 C
Softening Point Sample 2 65 C
Bath Liquid freshly boiled distilled water

Tests Assigned to this Sample

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