Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-08-14-144
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 08/14/2025 | Sample Unique Key | 144 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/08/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2" HMA+15% RAP | The quantity of what the sample constitutes | 2 Bags per bin#1-3 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Masele |
| Last name of sampler or witnessed by | poueu | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D04-SE-25-053 | |
| Linked DIME Sample ID | 2025-08-14-143 | The fabricator/manufacturer/facility name | BoDean Company |
| Transportation Laboratory (TL) Number | 100591-100592 | 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 | BoDean Company Santa Rosa |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | 600SPW16 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-08-14-144-1 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Trevor Hamilton, BSK Associates | 10/13/2025 | 10/20/2025 | No | RAP Gmm=2.544 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-08-14-144-1 AASHTO T209-22