Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215003 DEA: 040J6204 EFIS: 0414000019
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-12.4/21.9
Work Description: REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location Description: ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Eddie Dike Structure Rep.: Betty Geng
DIME Sample ID: 2024-08-21-79
TL Number from the TL Form: C031572
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
DIME Test ID: 2024-08-21-79-1
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: 08/28/2024
Date Tested: 08/22/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 1A, 1B, and 1C
Test Result Compliance: not applicable
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?
|
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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7335.6 grams
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Mass of oven-dry sample in air for Sample 1
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1518 grams
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Mass of container filled with the sample and water for Sample 1
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8230.1 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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2.435
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Theoretical maximum density at 25°C (77°F)
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2427.9 kg/m^3
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DIME Test ID: 2024-08-21-79-2
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: 08/28/2024
Date Tested: 08/27/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 1A, 1B, and 1C
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.152
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Bulk Specific Gravity 2
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2.156
|
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Bulk Specific Gravity 3
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2.149
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Average Bulk Specific Gravity
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2.152
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DIME Test ID: 2024-08-21-79-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/28/2024
Date Tested: 08/27/2024
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Cores 1A, 1B, and 1C
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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11.5 %
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Percent Air Voids 2
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11.5 %
|
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Percent Air Voids 3
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11.7 %
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Average Percent Air Voids
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11.6 %
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