Sample Record
Owner Lab
- BSK Associates
DIME Sample ID 2025-04-18-76
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 994812 DEA: 042K7204 EFIS: 0417000014 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-R14.3/24.3 |
| Award Date | 03/23/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail. |
| Location Description | On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 04/18/2025 | Sample Unique Key | 76 |
|---|---|---|---|
| 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 | 05/02/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
| The quantity of what the sample constitutes | 2 Bags Aggs | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Joshua | Last name of sampler or witnessed by | Gumbush |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-014 | Linked DIME Sample ID | 2025-04-18-77 |
| The fabricator/manufacturer/facility name | Granite Construction - Pleasanton | Transportation Laboratory (TL) Number | CON-041825-3 |
| 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 | 1563 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-04-18-76-1 | 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 | 06/03/2025 | 09/29/2025 | No | Coarse, 2 faced=98.7%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-04-18-76-2 | 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 | 06/03/2025 | 09/29/2025 | No | Grading B, 100 revolutions=5.3%, 500 revolutions=24.3% | |||
| 2025-04-18-76-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly - BSK, BSK Associates | 06/03/2025 | 09/29/2025 | No | Average uncompacted voids=45.1% | |||
| 2025-04-18-76-4 | 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 | 06/03/2025 | 09/29/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-04-18-76-1 AASHTO T335-09r13
DIME Test ID: 2025-04-18-76-2 AASHTO T96-02r10
DIME Test ID: 2025-04-18-76-3 AASHTO T304-11
DIME Test ID: 2025-04-18-76-4 ASTM D4791-10