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: 2023-03-18-23
TL Number from the TL Form: C968852
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: 03/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2023
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant
DIME Test ID: 2023-03-18-23-1
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: 03/30/2023
Date Tested: 03/20/2023
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: RAP BURN for Production Startup Evaluation Sample
Test Result Compliance: not applicable
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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2844 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4761 g
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Mass of HMA Sample prior to ignition
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1917 g
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Corrected Asphalt Binder Content
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6.29 %
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Mass Loss
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123.6 g
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Mass of aggregate remaining after ignition
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1793.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.16 %
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Test Temperature
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482 F
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