Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215005 DEA: 044J7504 EFIS: 0416000005
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-R0.73/3.06
Work Description: INSTALL OUTER SEPARATION BARRIERS Concrete barrier, shoulder widening, striping, cold plane and overlay.
Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.7 MILE NORTH OF SAN MATEO COUNTY LINE TO 0.1 MILE SOUTH OF TOLL PLAZA
Contractor Name: BAY CITIES PAVING AND GRADING INC
Contractor Address: 55 SANTA CLARA AVE. SUITE 145, OAKLAND, CA 94520
Resident Engineer: Rodelio Baluyot Structure Rep.: Vincent Tang
DIME Sample ID: 2023-04-13-41
TL Number from the TL Form: C924864
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: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta - Sunol
DIME Test ID: 2023-04-13-41-1
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: 04/25/2023
Date Tested: 04/17/2023
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: Ave Asphalt Content = [4.62 + 4.57]/2 = 4.6
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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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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3012.0 g
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Mass of the specimen and specimen basket assembly prior to ignition
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5123.1 g
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Mass of HMA Sample prior to ignition
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2111.1 g
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Corrected Asphalt Binder Content
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4.57 %
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Mass Loss
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121.7 g
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Mass of aggregate remaining after ignition
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1989.4 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.08 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.11 %
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Test Temperature
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482 F
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