Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-07-14-135
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 993333 DEA: 04264724 EFIS: 0419000068 |
|---|---|
| DIST-CO-RTE-PM | 04-MRN-101-R20.8/27.1 |
| Award Date | 04/26/2022 |
| Closeout Date | Not set |
| Work Description | CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL. |
| Location Description | MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/14/2025 | Sample Unique Key | 135 |
|---|---|---|---|
| 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 | 07/22/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-WMA with 15% RAP |
| The quantity of what the sample constitutes | 3 BAGS PER BIN (BIN#1-4) | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Masele | Last name of sampler or witnessed by | Poueu |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-040 | Linked DIME Sample ID | 2025-07-14-136 |
| The fabricator/manufacturer/facility name | BoDean | Transportation Laboratory (TL) Number | 100586 |
| 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) | 91-49-0032 |
|---|---|---|---|
| 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 | Batch Plant Hot Bins | |
| 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 | 700SPW16 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-07-14-135-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly, BSK Associates | 10/16/2025 | 10/21/2025 | No | Coarse, 2 faced=98.2%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2025-07-14-135-2 | 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 | 10/16/2025 | 10/21/2025 | No | Flat and elongated particles=0% | |||
| 2025-07-14-135-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly, BSK Associates | 10/16/2025 | 10/21/2025 | No | Average uncompacted voids=42.6% | |||
| 2025-07-14-135-4 | 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 | 10/16/2025 | 10/21/2025 | No | Grading B, 100 revolutions=4.0%, 500 revolutions=17.5% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-07-14-135-1 AASHTO T335-09r13
DIME Test ID: 2025-07-14-135-2 ASTM D4791-10
DIME Test ID: 2025-07-14-135-3 AASHTO T304-11
DIME Test ID: 2025-07-14-135-4 AASHTO T96-02r10