Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994797 DEA: 040Y2004 EFIS: 0422000256
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580-R7.8/11.0,18.6/21.0
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA, AND REPLACE PCC SLABS.
Location Description: ALAMEDA COUNTY IN AND NEAR LIVERMORE AND PLEASANTON FROM 0.2 MILE EAST OF GREENVILLE OVERHEAD TO 0.3 MILE WEST OF FIRST STREET OVERCROSSING AND FROM 0.2 MILE EAST OF HACIENDA DRIVE OVERCROSSING TO 0.4 MILE EAST OF SAN RAMON ROAD OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Reza Kamkar Structure Rep.: Unknown
DIME Sample ID: 2024-11-06-32
TL Number from the TL Form: C031248
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: 11/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2024
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: 2024-11-06-32-1
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: 11/14/2024
Date Tested: 11/08/2024
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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2897.4 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4411.7 g
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Mass of HMA Sample prior to ignition
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1514.3 g
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Corrected Asphalt Binder Content
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7.24 %
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Mass Loss
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120.7 g
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Mass of aggregate remaining after ignition
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1393.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.55 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.18 %
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Test Temperature
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482 C
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