Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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 COMPANY
Contractor Address: 585 West Beach Street, Watsonville, CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Unknown
DIME Sample ID: 2020-06-28-9
TL Number from the TL Form: 683242
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: 06/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2020
The quantity of what the sample constitutes: 1 can, #10 TEST (683242)
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
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 1
Sublot number: 43
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2020-06-28-9-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 07/31/2020
Date Tested: 07/31/2020
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:
Additional Comments When Verified:
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Determination
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Worked Penetration
|
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Worked Penetration
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39 0.1 mm
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DIME Test ID: 2020-06-28-9-2
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: 07/31/2020
Date Tested: 07/30/2020
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:
Additional Comments When Verified:
|
Temperature
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no data
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Final Dial reading (F1)
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no data
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Ball Penetration (P1)
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no data
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Final Dial reading (F2)
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no data
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Ball Penetration (P2)
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no data
|
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Final Dial reading (F3)
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no data
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Ball Penetration (P3)
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no data
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Resilience 1
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no data
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Resilience 2
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no data
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Resilience 3
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no data
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Average Resilience
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25 %
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Minutes Reaction
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no data
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DIME Test ID: 2020-06-28-9-3
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 07/31/2020
Date Tested: 07/30/2020
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:
Additional Comments When Verified:
|
ASTM Thermometer used?
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C
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Softening Point Sample 1
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66 C
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Softening Point Sample 2
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no data
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Bath Liquid
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freshly boiled distilled water
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Minutes Reaction
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no data
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