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Sample Record for 2025-12-08-36

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Project Information

Project ID: 1000365 DEA: 033H9014 EFIS: 0323000075 QA Service Level: 1
DIST-CO-RTE-PM: 03-SOL,YOL-50,80,113-Var
Work Description: HMA, RHMA, SIGN STRUCTURE, CAMERA SYSTEMS, & FO CABLE SYSTEMS.
Location Description: SOLANO AND YOLO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: DESILVA GATES CONSTRUCTION, LLC
Contractor Address: 3855 North Freeway Boulevard, Suite 100, Sacramento, CA 95834
Resident Engineer: Joseph Wild Structure Rep.: Michael Charak

Sample Information

DIME Sample ID: 2025-12-08-36
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 12/08/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/17/2025
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 3/4" WMA-SP w/ RAP
From where was the sample collected: Source
Laboratory sample identification: 6144
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Woodland

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 30640432428P
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives: Yes
Antistrip type:

Test Results

Test 1 of 1

DIME Test ID: 2025-12-08-36-1
Test Method: AASHTO T308-25: 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: 01/05/2026
Date Tested: 12/19/2025
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 2985.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5036.9 g
Corrected Asphalt Binder Content 4.48 %
Mass of HMA Sample prior to ignition 2051.6 g
Mass Loss 112 g
Mass of aggregate remaining after ignition 1939.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.85 %
Moisture Content no data0 %
Temperature Compensation Factor 0.13 %
Test Temperature 482 C