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Sample Record for 2023-05-05-59

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Project Information

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

Sample Information

DIME Sample ID: 2023-05-05-59
TL Number from the TL Form: C911364
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: 05/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2023
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_479
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 411101510LB
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-05-05-59-1
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: 05/22/2023
Date Tested: 05/17/2023
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
Test procedure used? Method A
Mass of the specimen basket assembly 3156.0 g
Mass of the specimen and specimen basket assembly prior to ignition 5261.0 g
Mass of HMA Sample prior to ignition 2105.0 g
Corrected Asphalt Binder Content 5.87 %
Mass Loss 164.8 g
Mass of aggregate remaining after ignition 1940.2 g
Correction Factor (Percent by mass of HMA Specimen) 1.83 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C