Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-08-06-93
Project Information
| Project Identifiers | Project ID: 994321 DEA: 040K1604 EFIS: 0416000044 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA,CC-80-R7.6/8.0,0.0/13.5 |
| Award Date | 02/08/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER. |
| Location Description | ALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET |
| QA Service Level | 1 (Verified on 10/14/2022) |
Sample Information
| Sample Taken Date | 08/06/2025 | Sample Unique Key | 93 |
|---|---|---|---|
| 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 | 09/06/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA-O (OGFC) |
| The quantity of what the sample constitutes | 2 Bags per Bin 1,2,3 of Aggregates | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | IGNACIO | Last name of sampler or witnessed by | ARECHIGA |
| Title of sampler | Lab Technician | Telephone number of sampler | 5102077252 |
| Laboratory sample identification | D04-SE-25-054 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | County Asphalt Martinez | Transportation Laboratory (TL) Number | C2025-8-6-101 to 103 |
| 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) | 91-07-0003 |
|---|---|---|---|
| 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 | County asphalt - Plant | |
| 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 | L250530 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-08-06-93-1 | 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) | Nicholas Shelly, BSK Associates | 09/05/2025 | 10/20/2025 | No | Grading C, 100 revolutions=3.6%, 500 revolutions=16.7% | |||
| 2025-08-06-93-2 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly, BSK Associates | 09/05/2025 | 10/20/2025 | No | Coarse, 2 faced=98.6%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-08-06-93-3 | 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 Associates | 09/05/2025 | 10/20/2025 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-08-06-93-1 AASHTO T96-02r10
DIME Test ID: 2025-08-06-93-2 AASHTO T335-09r13
DIME Test ID: 2025-08-06-93-3 ASTM D4791-10
