Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-06-29-22
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 1001446 DEA: 043X8504 EFIS: 0425000330 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-R5.9/12.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement repair and restriping |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/29/2025) |
Sample Information
| Sample Taken Date | 06/29/2025 | Sample Unique Key | 22 |
|---|---|---|---|
| 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 | 07/15/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA+25% RAP |
| The quantity of what the sample constitutes | 4 Bags Combined Agg. | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Yeung |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-037 | Linked DIME Sample ID | 2025-06-29-23 |
| The fabricator/manufacturer/facility name | Granite Construction Pleasnton | Transportation Laboratory (TL) Number | CPL062925 |
| 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) | 91-01-0009 |
|---|---|---|---|
| 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 | Conveyor Belt | |
| 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 | 3923 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-06-29-22-1 | 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) | Randy Cortez, BSK Associates | 10/20/2025 | 10/20/2025 | No | 100 Rev = 6.0, 500 Rev = 25.8 | |||
| 2025-06-29-22-2 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Randy Cortez, BSK Associates | 10/20/2025 | 10/20/2025 | No | Coarse, 2 faced=98.9%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-06-29-22-3 | 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) | Randy Cortez, BSK Associates | 10/20/2025 | 10/20/2025 | No | Flat and elongated particles=0% | |||
| 2025-06-29-22-4 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Randy Cortez, BSK Associates | 10/20/2025 | 10/20/2025 | No | Average uncompacted voids=45.2% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-06-29-22-1 AASHTO T96-02r10
DIME Test ID: 2025-06-29-22-2 AASHTO T335-09r13
DIME Test ID: 2025-06-29-22-3 ASTM D4791-10
DIME Test ID: 2025-06-29-22-4 AASHTO T304-11