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Sample Record for 2023-06-21-81

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

Project Information

Project ID: 994514 DEA: 043Y0504 EFIS: 0423000192 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-12112113-var/var
Work Description: PAVEMENT REPAIR
Location Description:
Contractor Name: OC Jones
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-21-81
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: 06/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2023
The quantity of what the sample constitutes: 2 boxes
A brief description of the sample: 3/4-INCH HMA Types A and B W/15%RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Vallejo Batch Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 41110150LB0122
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2023-06-21-81-1
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: 09/12/2023
Date Tested: 06/28/2023
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: Vulcan Vallejo Batch Plant
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2151.0 g
Corrected Asphalt Binder Content 1.83 %
Mass Loss 168.4 g
Correction Factor (Percent by mass of HMA Specimen) 5.76 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.11 %
Test Temperature 482 C