Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000018 DEA: 042Q7604 EFIS: 0419000046
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-238,680-0.7/0.8,M0.1
Work Description: RECTANGULAR RAPID FLASHING BEACON SYSTEMS, HMA, CURB RAMP AND SW.
Location Description: ALAMEDA COUNTY IN FREMONT ON ROUTE 680 AT OFF-RAMP TO SCOTT CREEK ROAD AND ON ROUTE 238 AT MISSION BRIDGE COURT
Contractor Name: GHILOTTI BROS, INC.
Contractor Address: 525 Jacoby Street, San Rafael, CA 94901
Resident Engineer: Reza Kamkar Structure Rep.: Unknown
DIME Sample ID: 2024-11-27-8
TL Number from the TL Form: C112724
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: 11/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/28/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4-inch HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: De Silva Gates - Sunol
DIME Test ID: 2024-11-27-8-1
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: 12/04/2024
Date Tested: 11/27/2024
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: Burn #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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3552.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5570.7 g
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Mass of HMA Sample prior to ignition
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2018.2 g
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Corrected Asphalt Binder Content
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5.05 %
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Mass Loss
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128.7 g
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Mass of aggregate remaining after ignition
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1889.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.23 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.1 %
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Test Temperature
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482 C
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