Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994812 DEA: 042K7204 EFIS: 0417000014
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-4-R14.3/24.3
Work Description: Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail.
Location Description: On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing.
Contractor Name: O.C. Jones & Sons, Inc. (Victor Babbitt)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Rabi Mukherjee Structure Rep.: Unknown
DIME Sample ID: 2023-10-04-58
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2023
The quantity of what the sample constitutes: 2079g
A brief description of the sample: 3/4-INCH RHMA-G
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis Drier Drum Plant
DIME Test ID: 2023-10-04-58-1
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: 10/25/2023
Date Tested: 10/19/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: Teichert Vernalis Drier Drum Plant
LOT 1 SUBLOT 7
Test PASSED
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 HMA Sample prior to ignition
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2079.3 g
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Corrected Asphalt Binder Content
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0.71 %
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Mass Loss
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172.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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7.48 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.13 %
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Test Temperature
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538 C
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