Sample Record
DIME Sample ID 2025-07-07-89
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Project Information
| Project Identifiers | Project ID: 1000538 DEA: 042Q6104 EFIS: 0419000030 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-29-R7.3/13.5 |
| Award Date | 11/04/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE, RHMA OVERLAY, INSTALL MGS, CURB RAMP, AND RUMBLE STRIP. |
| Location Description | NAPA COUNTY IN AND NEAR NAPA FROM 0.2 MILE NORTH OF NAPA RIVER BRIDGE OVERHEAD TO 0.1 MILE SOUTH OF SIERRA AVENUE. |
| QA Service Level | 1 (Verified on 08/29/2024) |
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
Sample Information
| Sample Taken Date | 07/07/2025 | Sample Unique Key | 89 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/8"HMA-SP-R25 | The quantity of what the sample constitutes | 1 Bag RAP |
| 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 | D04-SE-25-041 | |
| Linked DIME Sample ID | 2025-07-07-88 | The fabricator/manufacturer/facility name | Vulcan Napa |
| Transportation Laboratory (TL) Number | CON-070725-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Vulcan Napa |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | 420300W |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-07-07-89-1 | AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Nicholas Shelly - BSK, BSK Associates | 08/08/2025 | 10/20/2025 | No | RAP Gmm=2.531 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-07-07-89-1 AASHTO T209-25