Sample Record
DIME Sample ID 2025-10-24-58
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
Project Information
| Project Identifiers | Project ID: 1000567 DEA: 042K7404 EFIS: 0417000018 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-37-R11.2/14.5 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, PLACE RHMA AND REPLACE CONCRETE BARRIER. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM IGNACIO OVERHEAD TO PETALUMA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 10/16/2024) |
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
Sample Information
| Sample Taken Date | 10/24/2025 | Sample Unique Key | 58 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/30/2025 | Sample type | Production Start-Up |
| A brief description of the sample | Production Start Up | The quantity of what the sample constitutes | 3 BAGS PER BIN (BIN#1-4) |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D04-SE-25-088 | |
| Linked DIME Sample ID | 2025-10-24-59 | The fabricator/manufacturer/facility name | Vulcan - Todd Road Batch |
| Transportation Laboratory (TL) Number | 2025-10-24-001 to 004 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Vulcan Materials |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Sampled from Vulcan Santa Rosa | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 220994 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-10-24-58-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly - BSK, BSK Associates | 03/09/2026 | 04/01/2026 | No | Coarse, 2 faced=99.8%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-10-24-58-2 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Nicholas Shelly - BSK, BSK Associates | 03/09/2026 | 04/01/2026 | No | Grading B, 100 revolutions= 4.3%, 500 revolutions= 18.7% | |||
| 2025-10-24-58-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly - BSK, BSK Associates | 03/09/2026 | 04/01/2026 | No | Average uncompacted voids= 44.6% | |||
| 2025-10-24-58-4 | ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles) | Nicholas Shelly - BSK, BSK Associates | 03/09/2026 | 04/01/2026 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-10-24-58-1 AASHTO T335-09r13
DIME Test ID: 2025-10-24-58-2 AASHTO T96-02r10
DIME Test ID: 2025-10-24-58-3 AASHTO T304-11
DIME Test ID: 2025-10-24-58-4 ASTM D4791-10