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: 2024-09-09-91
TL Number from the TL Form: C690435
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: HW-090924-ACSE1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials-Pleasanton
DIME Test ID: 2024-09-09-91-1
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: 10/01/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Startup Asphalt Content #1
Test passed
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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2058.4 g
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Corrected Asphalt Binder Content
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7.97 %
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Mass Loss
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187.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.01 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.15 %
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Test Temperature
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538 C
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