Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-80-R10.4/30.2
Work Description: Highway widening, overhead signs, and electronic toll system.
Location Description: In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing.
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Justen Tatum Structure Rep.: Kelsey Littell
DIME Sample ID: 2024-10-29-25
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: 10/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2024
The quantity of what the sample constitutes: 4 Boxes of 1/2"RHMA-O
A brief description of the sample: 1/2" RHMA-O Mix
From where was the sample collected: Supplier
Laboratory sample identification: Con_24_896
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland Batch Plant
DIME Test ID: 2024-10-29-25-1
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: 11/04/2024
Date Tested: 10/30/2024
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: LOT 4 SUBLOT 5
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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1728.4 g
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Corrected Asphalt Binder Content
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7.17 %
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Mass Loss
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136.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.57 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.17 %
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Test Temperature
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538 C
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