Summary for Test 2025-10-24-68-3
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-37-R11.2/14.5 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/16/2024) |
Sample Information
| Sample Taken Date | 10/24/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/24/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 HMA type A and WMA |
| The quantity of what the sample constitutes | 150 tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jose | Last name of sampler or witnessed by | Ruiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Vulcan Santa Rosa | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 220994 |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-10-24-68
DIME Test ID: 2025-10-24-68-3
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-04-06
Test Results
Number of tests: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jose Amparan Ruiz
Date of test: 10/27/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7379.8 grams
Mass of oven-dry sample in air for Sample 1: 2508.4 grams
Mass of container filled with the sample and water for Sample 1: 8881 grams
Mass of container filled with water: 7379.8 grams
Mass of oven-dry sample in air for Sample 2: 2513.4 grams
Mass of container filled with the sample and water for Sample 2: 8882.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.49
Specific Gravity for Sample 2: 2.486
Average Specific Gravity: 2.488
Theoretical maximum density at 25°C (77°F): 2480.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2026 ✔