Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993855 DEA: 060U4604 EFIS: 0615000309
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-20.0-28.4
Work Description: COLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC.
Location Description: KINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Din Dadawalla Structure Rep.: Unknown
DIME Sample ID: 2024-05-20-49
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2024
The quantity of what the sample constitutes: samples @ 1529
A brief description of the sample: 1/2" HMA OGFC
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga HMA Plant
DIME Test ID: 2024-05-20-49-2
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: 05/22/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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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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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3843.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5662.1 g
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Mass of HMA Sample prior to ignition
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1818.6 g
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Corrected Asphalt Binder Content
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5.82 %
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Mass Loss
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123.2 g
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Mass of aggregate remaining after ignition
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1695.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.95 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
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