Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-05-22-99
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
Project Information
| Project Identifiers | Project ID: 215677 DEA: 044G0804 EFIS: 0412000332 COOP: 042676 |
|---|---|
| DIST-CO-RTE-PM | 04-SOL-80-R10.4/30.2 |
| Award Date | 01/18/2022 |
| Closeout Date | Not set |
| Work Description | Highway widening, overhead signs, and electronic toll system. |
| Location Description | In Solano County in Fairfield and Vacaville from 1.0 mile west of Red Top Road Undercrossing to 0.4 mile east of Leisure Town Road Overcrossing. |
| QA Service Level | 1 (Verified on 04/11/2022) |
Sample Information
| Sample Taken Date | 05/22/2025 | Sample Unique Key | 99 |
|---|---|---|---|
| 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 | 06/17/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA + 25% 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 | Casey | Last name of sampler or witnessed by | Farrington |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-030 | Linked DIME Sample ID | 2025-05-22-100 |
| The fabricator/manufacturer/facility name | Vulcan Napa | Transportation Laboratory (TL) Number | CON-052225-1 |
| 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) | 91-49-0004 |
|---|---|---|---|
| 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 | Batch Plant Hot Bins, Stockpile, Tank | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number | 320302W |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-05-22-99-1 | 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 | 09/11/2025 | 10/15/2025 | No | Coarse, 2 faced=98.8%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-05-22-99-2 | 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 | 09/11/2025 | 10/15/2025 | No | Grading C, 100 revolutions=4.2%, 500 revolutions=16.5% | |||
| 2025-05-22-99-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly - BSK, BSK Associates | 09/11/2025 | 10/15/2025 | No | Average uncompacted voids=45.8% | |||
| 2025-05-22-99-4 | 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 | 09/11/2025 | 10/15/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-05-22-99-1 AASHTO T335-09r13
DIME Test ID: 2025-05-22-99-2 AASHTO T96-02r10
DIME Test ID: 2025-05-22-99-3 AASHTO T304-11
DIME Test ID: 2025-05-22-99-4 ASTM D4791-10