Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-880-R0.0/11.8
Work Description: Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE)
Location Description: ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Rodelio Baluyot Structure Rep.: Bettie C. "Betty" Geng
DIME Sample ID: 2025-04-23-66
TL Number from the TL Form: C317-042225-2
Sample Submitted By Organization: CT D04 - San Jose Construction Field Laboratory
Sample Organization Contact: (510) 385-8171
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/23/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2025
The quantity of what the sample constitutes: 750 - 1500 tons
A brief description of the sample: 1/2" RHMA-G WMA
From where was the sample collected: Manufacturer
Laboratory sample identification: SJ-042225-T308-L9SL2
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Drier Drum Plant
DIME Test ID: 2025-04-23-66-1
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: 05/14/2025
Date Tested: 04/24/2025
Submitted By Organization: CT D04 - San Jose Construction Field Laboratory
Organization Address: 1007 Knox Avenue,
Organization City: San Jose
Organization State: CA
Organization Zipcode: 95122
Organization Email: fernando.vega@dot.ca.gov
Organization Phone: (510) 385-8171
General Comments for this Test: Lot 9 - 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 HMA Sample prior to ignition
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1607.8 g
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Corrected Asphalt Binder Content
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7.41 %
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Mass Loss
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138.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.99 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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1.21 %
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Test Temperature
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538 C
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