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Sample Record for 2023-03-03-38

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994517 DEA: 043Y1404 EFIS: 0423000201 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-12,29,121-var/var
Work Description:
Location Description:
Contractor Name: A. Teichert & Son, Inc.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-03-03-38
TL Number from the TL Form:
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: 03/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/06/2023
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 1/2 HMA-SP Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: Con_23_201
Structure unique identifier:
Structure name: HWY 80
The fabricator/manufacturer/facility name: Vulcan Vallejo

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 320914
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-03-03-38-1
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: 03/22/2023
Date Tested: 03/08/2023
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? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3144.0 g
Mass of the specimen and specimen basket assembly prior to ignition 4716.9 g
Mass of HMA Sample prior to ignition 1572.9 g
Corrected Asphalt Binder Content 5.89 %
Mass Loss 120.2 g
Mass of aggregate remaining after ignition 1452.7 g
Correction Factor (Percent by mass of HMA Specimen) 1.60 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.15 %
Test Temperature 900 F