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: 2023-10-28-15
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2023
The quantity of what the sample constitutes: 1/2 HMA-O
A brief description of the sample: Boxes of Mix
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSG Marysville
DIME Test ID: 2023-10-28-15-1
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: 11/02/2023
Date Tested: 11/02/2023
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:
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What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of HMA Sample prior to ignition
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1567.3 g
|
|
Corrected Asphalt Binder Content
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5.37 %
|
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Mass Loss
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90.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.39 %
|
|
Moisture Content
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0.00 %
|
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Temperature Compensation Factor
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0.02 %
|
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Test Temperature
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538 C
|
DIME Test ID: 2023-10-28-15-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/02/2023
Date Tested: 11/02/2023
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:
|
Number of Samples
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1
|
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
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Air
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|
Specific Gravity for Sample 1
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2.535
|
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Theoretical maximum density at 25°C (77°F)
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3 kg/m^3
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