Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995445 DEA: 043W5204 EFIS: 0421000384
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-580,680,880-VAR
Work Description: PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEAL.
Location Description: ALAMEDA COUNTY AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC
Contractor Address: 45 Morrison Avenue, Sacramento, CA 95838
Resident Engineer: Eddie Dike Structure Rep.: Unknown
DIME Sample ID: 2025-05-21-62
TL Number from the TL Form: C521251B
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2"HMA w/15% RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Peninsula Road Materials
DIME Test ID: 2025-05-21-62-1
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: 05/28/2025
Date Tested: 05/28/2025
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 1 SL 1
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 the specimen basket assembly
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2926.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4445.1 g
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Mass of HMA Sample prior to ignition
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1518.2 g
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Corrected Asphalt Binder Content
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5.76 %
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Mass Loss
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103.4 g
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Mass of aggregate remaining after ignition
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1414.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.85 %
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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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482 C
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