Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215396 DEA: 042K8404 EFIS: 0417000031
QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-29,80-0.0,0.8/1.6
Work Description: HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location Description: SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
Contractor Name: OC Jones & Sons Inc
Contractor Address: 1520 4th Street, Berkeley, CA 94710
Resident Engineer: Noel Aquino Structure Rep.: Angelo Perez
DIME Sample ID: 2023-05-19-33
TL Number from the TL Form: C726351
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/24/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_519
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo
DIME Test ID: 2023-05-19-33-1
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: 05/26/2023
Date Tested: 05/26/2023
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
3155.3 g
|
Mass of the specimen and specimen basket assembly prior to ignition
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5454.8 g
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Mass of HMA Sample prior to ignition
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2299.5 g
|
Corrected Asphalt Binder Content
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5.33 %
|
Mass Loss
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160.9 g
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Mass of aggregate remaining after ignition
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2138.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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1.58 %
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Moisture Content
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0.00 %
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Temperature Compensation Factor
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0.09 %
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Test Temperature
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482 C
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