Sample Record
Owner Lab
- BSK Associates
DIME Sample ID 2025-03-03-71
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 1000017 DEA: 042Q7004 EFIS: 0419000040 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-L0.0/R14.3 |
| Award Date | 04/26/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE ASPHALT CONCRETE SURFACING AND INSTALL MGS. |
| Location Description | CONTRA COSTA COUNTY IN HERCULES AND CONCORD FROM SAN PABLO AVENUE TO ROUTE 4/242 SEPARATION |
| QA Service Level | 1 (Verified on 01/08/2024) |
Sample Information
| Sample Taken Date | 03/03/2025 | Sample Unique Key | 71 |
|---|---|---|---|
| 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 | 03/10/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA 15% Rap WMA Aggregates |
| The quantity of what the sample constitutes | Sampled @ 100 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Plant/ Christian Sousa | Last name of sampler or witnessed by | Sousa |
| Title of sampler | Lab Technician | Telephone number of sampler | |
| Laboratory sample identification | D04-SE-25-002 | Linked DIME Sample ID | 2025-03-03-72 |
| The fabricator/manufacturer/facility name | Dutra Materials Richmond | Transportation Laboratory (TL) Number | |
| 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) | 91-21-0008 |
|---|---|---|---|
| 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 | Collected from a belt stream 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 | 1 | |
| Sublot number | 1 | Aggregate Mix Number |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-03-03-71-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Trevor Hamilton, BSK Associates | 03/14/2025 | 09/05/2025 | No | Coarse, 2 faced: 98.1%, Coarse, 1 faced: 100%; Fine, 1 faced: 100% | |||
| 2025-03-03-71-2 | 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 | 03/18/2025 | 09/05/2025 | No | Grading B, 100 Rev.: 5%; 500 Rev.: 21.3 | |||
| 2025-03-03-71-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly, BSK Associates | 03/18/2025 | 09/05/2025 | No | Uncompacted voids: 46.1% | |||
| 2025-03-03-71-4 | 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 Associates | 03/18/2025 | 09/05/2025 | No | Flat and elongated: 0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-03-03-71-1 AASHTO T335-09r13
DIME Test ID: 2025-03-03-71-2 AASHTO T96-02r10
DIME Test ID: 2025-03-03-71-3 AASHTO T304-11
DIME Test ID: 2025-03-03-71-4 ASTM D4791-10