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Sample Record for 2023-05-10-26

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Project Information

Project ID: 994120 DEA: 040J6314 EFIS: 0421000252 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12-21.2/22.6
Work Description: ROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location Description: SOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
Contractor Name: Bay Cities Paving & Grading (David Jimenez)
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Noel Aquino Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-05-10-26
TL Number from the TL Form: C422-318
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: 05/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2023
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_408
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 30240432412V

Test Results

Test 1 of 1

DIME Test ID: 2023-05-10-26-1
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: 05/12/2023
Date Tested: 05/12/2023
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 3134.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5308.1 g
Mass of HMA Sample prior to ignition 2173.3 g
Corrected Asphalt Binder Content 5.23 %
Mass Loss 142.6 g
Mass of aggregate remaining after ignition 2030.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.21 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.12 %
Test Temperature 538 C