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Sample Record for 2026-07-01-8

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

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: Brent Bullard Structure Rep.: Michael Charak

Sample Information

DIME Sample ID: 2026-07-01-8
TL Number from the TL Form:
Sample Submitted By Organization: Mozamo Engineering, Incorporated
Sample Organization Contact: (916) 237-7161
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/01/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA 25 % RAP
From where was the sample collected: Distributor
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: De Silva Gates - Marysville

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 4
Sublot number: 14
HMA Mix Number: 6736
Binder content (%): 0.0
Virgin binder PG: PG 58-22
Design binder PG:
Binder Supplier:
RAP content (%): 25
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test

DIME Test ID: 2026-07-01-8-1
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/02/2026
Date Tested: 07/02/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7402.5 grams
Mass of oven-dry sample in air for Sample 1 2614.2 grams
Mass of container filled with the sample and water for Sample 1 8992.7 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.553
Theoretical maximum density at 25°C (77°F) 2546 kg/m^3

Test

DIME Test ID: 2026-07-01-8-2
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: 07/02/2026
Date Tested: 07/02/2026
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3880.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5995.6 g
Corrected Asphalt Binder Content 5.21 %
Mass of HMA Sample prior to ignition 2114.9 g
Mass Loss 124.6 g
Mass of aggregate remaining after ignition 1990.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.68 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F