Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993208 DEA: 034F38U4 EFIS: 0321000092
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-16.2/25.8
Work Description: WIDEN SHOULDERS AND IMPROVE CLEAR RECOVERY ZONE.
Location Description: YUBA COUNTY NEAR MARYSVILLE FROM 0.2 MILE NORTH OF LAURELLEN ROAD TO SOUTH HONCUT CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Manoharan Selvendran Structure Rep.: Unknown
DIME Sample ID: 2023-04-19-105
TL Number from the TL Form: 778776
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA
From where was the sample collected: Source
Laboratory sample identification: 23-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Desilva Gates-Marysville
DIME Test ID: 2023-04-19-105-1
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: 05/17/2023
Date Tested: 04/19/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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
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4045.8 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6144.0 g
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Mass of HMA Sample prior to ignition
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2098.2 g
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Corrected Asphalt Binder Content
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4.96 %
|
Mass Loss
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114.5 g
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Mass of aggregate remaining after ignition
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1983.7 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.48 %
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Moisture Content
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0.02 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
|