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: 2023-02-18-1
TL Number from the TL Form: C773073a
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: 02/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA (WMA) + 15% RAP
From where was the sample collected: Job Site
Laboratory sample identification: HW-021823-AC21
Structure unique identifier: 01-0680
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta -Sunol
DIME Test ID: 2023-02-18-1-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 03/08/2023
Date Tested: 02/22/2023
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: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
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3096 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5132 g
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Mass of HMA Sample prior to ignition
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2036 g
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Corrected Asphalt Binder Content
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5 %
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Mass Loss
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no data
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Mass of aggregate remaining after ignition
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1909.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.08 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.15 %
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Test Temperature
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482 F
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