Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995203 DEA: 044J5404 EFIS: 0415000365
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-27.0/27.4
Work Description: INSTALL BARRIER, HOT MIX ASPHALT, AND DRAINAGE PIPE CULVERT.
Location Description: ALAMEDA COUNTY IN OAKLAND FROM 0.4 MILE NORTH OF 66TH AVENUE OVERCROSSING TO 0.2 MILE SOUTH OF HIGH STREET SEPARATION AND OVERHEAD
Contractor Name: Ghilotti Bros., Inc. (Melissa Russo)
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Rui Zhang Structure Rep.: Unknown
DIME Sample ID: 2024-12-06-39
TL Number from the TL Form: C903064
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: 12/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/06/2024
The quantity of what the sample constitutes: 600 Tons
A brief description of the sample: 1/2 Inch HMA-O WM
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: De Silva Gates - Sunol
DIME Test ID: 2024-12-06-39-1
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: 12/20/2024
Date Tested: 12/19/2024
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: Lot 1 Sublot 1
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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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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3267.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4846.8 g
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Mass of HMA Sample prior to ignition
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1579.7 g
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Corrected Asphalt Binder Content
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5.63 %
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Mass Loss
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104.5 g
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Mass of aggregate remaining after ignition
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1475.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.8 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.19 %
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Test Temperature
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482 C
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