Sample Record
DIME Sample ID 2025-09-03-85
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Project Information
| Project Identifiers | Project ID: 1001174 DEA: 040X7004 EFIS: 0424000158 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-84-3.0/13.6 |
| Award Date | 06/25/2025 |
| Closeout Date | 03/16/2026 |
| Work Description | COLD PLANE AC PAVEMENT AND OVERLAY WITH RHMA-G (BWC). |
| Location Description | SOLANO COUNTY NEAR RIO VISTA FROM 0.4 MILE NORTH OF CACHE SLOUGH FERRY TO YOLO COUNTY LINE |
| QA Service Level | 1 (Verified on 08/14/2025) |
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
Sample Information
| Sample Taken Date | 09/03/2025 | Sample Unique Key | 85 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/26/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA + 15% RAP | The quantity of what the sample constitutes | 1 Bags 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-25-064 | |
| Linked DIME Sample ID | 2025-09-03-115 | The fabricator/manufacturer/facility name | Teichert Perkins - Continuous Plant |
| Transportation Laboratory (TL) Number | CON-090325-1 | 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 | Teichert Perkins |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | 30140432407V |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-09-03-85-1 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Nicholas Shelly - BSK, BSK Associates | 12/05/2025 | 12/26/2025 | No | RAP Gmm=2.532 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-09-03-85-1 AASHTO T209-22