Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-116,121-46.0/46.7,5.8/R7.4
Work Description: MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location Description: SONOMA COUNTY
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Fabio La Serna Structure Rep.: Unknown
DIME Sample ID: 2025-09-24-107
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: 09/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2025
The quantity of what the sample constitutes: 100Tons
A brief description of the sample: 3/4"HMA-R25-WMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
DIME Test ID: 2025-09-24-107-1
Test Method: AASHTO T308-25: 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: 02/23/2026
Date Tested: 09/25/2025
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:
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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Corrected Asphalt Binder Content
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5.43 %
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Mass of HMA Sample prior to ignition
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2470 g
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Mass Loss
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182.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.83 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.12 %
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Test Temperature
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482 C
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