Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-10-11-15
Project Information
| Project Identifiers | Project ID: 993595 DEA: 042Q5504 EFIS: 0419000024 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-12-7.9/14.1 |
| Award Date | 02/14/2025 |
| Closeout Date | Not set |
| Work Description | RHMA OVERLAY, REPLACE CULVERTS, BRIDGE RAILS, AND MEDIAN BARRIERS. |
| Location Description | SOLANO COUNTY NEAR SUISUN CITY FROM 0.2 MILE EAST OF LAWLER RANCH PARKWAY TO 0.5 MILE EAST OF SHILOH ROAD |
| QA Service Level | 1 (Verified on 02/22/2022) |
Sample Information
| Sample Taken Date | 10/11/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 10/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-SP + 15% RAP |
| 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-25-072 | Linked DIME Sample ID | 2025-10-11-14 |
| The fabricator/manufacturer/facility name | Teichert Woodland (BP) | Transportation Laboratory (TL) Number | CON-101125-1 |
| 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 Woodland |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | 30640432407V |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-10-11-15-1 | 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 | 10/31/2025 | 11/05/2025 | No | RAP Gmm=2.539 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-10-11-15-1 AASHTO T209-25
