Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215401 DEA: 040Q3004 EFIS: 0418000069 COOP: 042776
QA Service Level: 2
DIST-CO-RTE-PM: 04-ALA-680-R10.6/R21.9
Work Description: I-680 Southbound express lanes and rehabilitation
Location Description: I- 680 Southbound from State Route (SR) 84 to Alcosta Boulevard in Alameda County
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-04-08-24
TL Number from the TL Form: C031508
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: 04/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2025
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton
DIME Test ID: 2025-04-08-24-1
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: 04/14/2025
Date Tested: 04/11/2025
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 7 Sublot 3
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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2882.3 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4402.9 g
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Mass of HMA Sample prior to ignition
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1520.6 g
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Corrected Asphalt Binder Content
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7.52 %
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Mass Loss
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125.7 g
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Mass of aggregate remaining after ignition
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1394.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.55 %
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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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