Summary for Test 2025-06-30-34-3
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 209109 DEA: 043G9004 EFIS: 0412000557 COOP: 042513 |
|---|---|
| DIST-CO-RTE-PM | 04-SON-116,121-46.0/46.7,5.8/R7.4 |
| Award Date | 07/31/2023 |
| Closeout Date | Not set |
| Work Description | MODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION. |
| Location Description | SONOMA COUNTY |
| QA Service Level | 1 (Verified on 08/15/2022) |
Sample Information
| Sample Taken Date | 06/30/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA 25% Rap WMA | The quantity of what the sample constitutes | 100 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | Sousa | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Vallejo | |
| 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 | 3/4 inch | Lot number | 4 |
| Sublot number | 1 | HMA Mix Number | 220304 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | |
| RAP content (%) | 25 | WMA Additives | Yes |
| 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: 2025-06-30-34
DIME Test ID: 2025-06-30-34-3
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-07-18
Test Results
Number of Samples: 2
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Calculated
Tester's full name: ASM Faruque Hossain
Date of test: 07/08/2025
Specific Gravity for Sample 1: 2.477
Specific Gravity for Sample 2: 2.489
Average Specific Gravity: 2.483
Theoretical maximum density at 25°C (77°F): 2476 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/18/2025 ✔