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Sample Record for 2023-05-18-11

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Project Information

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

Sample Information

DIME Sample ID: 2023-05-18-11
TL Number from the TL Form: 802827
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: 05/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2023
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: 23-033
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Desilva Gates-Marysville

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 3
HMA Mix Number: MD 6736
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-18-11-1
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: 05/18/2023
Date Tested: 05/18/2023
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:
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 4021.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6121.5 g
Mass of HMA Sample prior to ignition 2100.0 g
Corrected Asphalt Binder Content 4.97 %
Mass Loss 115.6 g
Mass of aggregate remaining after ignition 1984.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C