Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994321 DEA: 040K1604 EFIS: 0416000044
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-80-R7.6/8.0,0.0/13.5
Work Description: CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER.
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET
Contractor Name: Bay Cities Paving & Grading (Jeff Brandt)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Wesley Morrison Structure Rep.: Alyssa Inocencio
DIME Sample ID: 2025-06-23-64
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Richmond Field Laboratory
Sample Organization Contact: (510) 231-7151
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/24/2025
The quantity of what the sample constitutes: 2 One Gallon Cans
A brief description of the sample: Batch Plant OGFC-O
From where was the sample collected: Fabricator
Laboratory sample identification: Rich_25_293
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: County Asphalt Martinez
DIME Test ID: 2025-06-23-64-1
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: 07/23/2025
Date Tested: 06/24/2025
Submitted By Organization: CT D04 - Richmond Field Laboratory
Organization Address: 3401 Regatta Boulevard,
Organization City: Richmond
Organization State: CA
Organization Zipcode: 94508
Organization Email: santiago.sequeira@dot.ca.gov
Organization Phone: (510) 385-7641
General Comments for this Test: Lot 3 SL 13 Passed t-308
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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1503 g
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Corrected Asphalt Binder Content
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7.9 %
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Mass Loss
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133.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.8 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.2 %
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Test Temperature
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538 C
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