Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-10-11-13
Sample Details QR Code
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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 | 13 |
|---|---|---|---|
| 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 | 2 Bags per bin#1-4 | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-57-0004 |
|---|---|---|---|
| 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 | At the plant | |
| 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 | 2 | |
| Sublot number | 1 | Aggregate 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2025-10-11-13-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly, BSK Associates | 10/31/2025 | 11/05/2025 | No | Coarse, 2 faced=99.1%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-10-11-13-2 | 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 Associates | 10/31/2025 | 11/05/2025 | No | Grading B, 100 revolutions= 4.0%, 500 revolutions= 20.5% | |||
| 2025-10-11-13-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly, BSK Associates | 10/31/2025 | 11/05/2025 | No | Average uncompacted voids= 43.2% | |||
| 2025-10-11-13-4 | 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 | 10/31/2025 | 11/05/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-10-11-13-1 AASHTO T335-09r13
DIME Test ID: 2025-10-11-13-2 AASHTO T96-02r10
DIME Test ID: 2025-10-11-13-3 AASHTO T304-11
DIME Test ID: 2025-10-11-13-4 ASTM D4791-10