Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993776 DEA: 040J3004 EFIS: 0413000433
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-26.7/27.1
Work Description: CONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location Description: SONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Fabio La Serna Structure Rep.: Matteo D-Orio
DIME Sample ID: 2024-08-26-109
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2024
The quantity of what the sample constitutes: 24 BOXES
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: PET-24-369
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BODEAN
DIME Test ID: 2024-08-26-109-1
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: 10/18/2024
Date Tested: 08/27/2024
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance:
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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3239.1 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4791.8 g
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Mass of HMA Sample prior to ignition
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1552.7 g
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Corrected Asphalt Binder Content
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8.54 %
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Mass Loss
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142.7 g
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Mass of aggregate remaining after ignition
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1410 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
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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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