Sample Record
DIME Sample ID 2025-02-27-56
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Project 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) |
Owner Lab
- BSK Associates
Sample Information
| Sample Taken Date | 02/27/2025 | Sample Unique Key | 56 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/12/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-RAP25% | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Cody |
| Last name of sampler or witnessed by | Cordero | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D04-SE-25-003 | |
| Linked DIME Sample ID | 2025-02-27-55 | The fabricator/manufacturer/facility name | Vulcan Lake Herman Drum Plant |
| Transportation Laboratory (TL) Number | C100562 | Inspector Lot Number from the Transportation Laboratory (TL) Form | 1-1 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Vulcan Materials |
|---|---|---|---|
| Aggregate Size | 3/8 | Aggregate Source | |
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-02-27-56-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Trevor Hamilton , BSK Associates | 03/18/2025 | 09/05/2025 | No | RAP Gmm=2.536 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-02-27-56-1 AASHTO T209-12