Sample Record
Owner Lab
- BSK Associates
DIME Sample ID 2025-04-17-108
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-84,680-17.9/21 |
| Award Date | 02/19/2021 |
| Closeout Date | Not set |
| Work Description | ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION. |
| Location Description | ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84 |
| QA Service Level | 1 (Verified on 11/04/2019) |
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 108 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 04/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2"RHMA-O |
| The quantity of what the sample constitutes | 4 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Mond | Last name of sampler or witnessed by | Osawaru |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-011 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Pleasanton | 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) | 91-01-0010 |
|---|---|---|---|
| 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 | Plant Sampler | |
| 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 | ||
| Sublot number | Aggregate Mix Number | 326114W |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-04-17-108-1 | 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 | 04/28/2025 | 09/25/2025 | No | Coarse, 2 faced=97.6%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-04-17-108-2 | 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 | 04/28/2025 | 09/25/2025 | No | Grading C, 100 revolutions=5.1%, 500 revolutions=21.4% | |||
| 2025-04-17-108-3 | 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) | Nicholas Shelly - BSK, BSK Associates | 04/28/2025 | 09/25/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-04-17-108-1 AASHTO T335-09r13
DIME Test ID: 2025-04-17-108-2 AASHTO T96-02r10
DIME Test ID: 2025-04-17-108-3 ASTM D4791-10