Print Report | Back to Sample Detail

Sample Record for 2025-10-17-52

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: Joseph Wild Structure Rep.: Michael Charak

Sample Information

DIME Sample ID: 2025-10-17-52
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/06/2025
The quantity of what the sample constitutes: 2 Boxes
A brief description of the sample: 3/4" RHMA-G
From where was the sample collected: Source
Laboratory sample identification: Daily 25-261
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Marysville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 3
HMA Mix Number: MD 6617
Binder content (%): 7.5
Virgin binder PG:
Design binder PG: PG 64-16
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: Yes
Antistrip type: Evotherm M1
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2025-10-17-52-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/26/2025
Date Tested: 11/24/2025
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: not applicable
Additional Comments When Verified:
Number of tests 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 7402.5 grams
Mass of oven-dry sample in air for Sample 1 2541.7 grams
Mass of container filled with the sample and water for Sample 1 8916.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.472
Theoretical maximum density at 25°C (77°F) 2464.8 kg/m^3

Test 2 of 2

DIME Test ID: 2025-10-17-52-2
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: 11/26/2025
Date Tested: 11/25/2025
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: R1 OBC 7.5%
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 2148.1 g
Corrected Asphalt Binder Content 7.92 %
Mass Loss 178.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.37 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C