Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000165 DEA: 09392504 EFIS: 0923000029
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-R17.2/25.8
Work Description: HOT MIX ASPHALT (TYPE A), SHOULDER BACKING, & STRIPING.
Location Description: INYO COUNTY ABOUT 9 MILES SOUTH OF OLANCHA FROM 0.8 MILE SOUTH OF SYKES ROAD TO 0.3 MILE NORTH OF HAIWEE CANYON ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 8999 Capacity Street, Arvin, CA 93203
Resident Engineer: Garret Rottner Structure Rep.: Unknown
DIME Sample ID: 2024-09-25-13
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2024
The quantity of what the sample constitutes: 1 box of hma
A brief description of the sample: 1/2” HMA type a
From where was the sample collected: Job Site
Laboratory sample identification: HMA 40
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Solari Plant
DIME Test ID: 2024-09-25-13-2
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: 09/26/2024
Date Tested: 09/26/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-40
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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4246.5 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5880.2 g
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Mass of HMA Sample prior to ignition
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1633.7 g
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Corrected Asphalt Binder Content
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5.07 %
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Mass Loss
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88.5 g
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Mass of aggregate remaining after ignition
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1545.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.35 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
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