Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994763 DEA: 040Y2104 EFIS: 0422000253
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101-23.0/26.1
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA.
Location Description: SAN MATEO COUNTY IN SOUTH SAN FRANCISCO AND BRISBANE FROM 0.2 MILE NORTH OF OYSTER POINT BOULEVARD OVERCROSSING TO SAN FRANCISCO COUNTY LINE
Contractor Name: GRANITE ROCK COMPANY
Contractor Address: 5225 Hellyer Ave, Suite 220, San Jose, CA 95138
Resident Engineer: Chetan Sihra Structure Rep.: Unknown
DIME Sample ID: 2023-10-05-88
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2023
The quantity of what the sample constitutes: 500 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Rock Redwood
DIME Test ID: 2023-10-05-88-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 12/22/2023
Date Tested: 10/11/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7334.6 grams
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Mass of oven-dry sample in air for Sample 1
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1591.2 grams
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Mass of container filled with the sample and water for Sample 1
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8288 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.495
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Theoretical maximum density at 25°C (77°F)
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2487.8 kg/m^3
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DIME Test ID: 2023-10-05-88-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/22/2023
Date Tested: 10/11/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Percent Air Voids
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6.6 %
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Percent Air Voids 2
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6.7 %
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Average Percent Air Voids
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6.7 %
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DIME Test ID: 2023-10-05-88-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 12/22/2023
Date Tested: 10/11/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Bulk Specific Gravity
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2.33
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Bulk Specific Gravity 2
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2.328
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Average Bulk Specific Gravity
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2.329
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