Sample Record
DIME Sample ID 2026-08-22-39
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Project Information
| Project Identifiers | Project ID: 995520 DEA: 041Y7004 EFIS: 0423000016 |
|---|---|
| DIST-CO-RTE-PM | 04-CC,SOL-80-13.8/14.1,0.0/0.4 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | AL ZAMPA BRIDGE DECK REHABILITATION REPLACE TOP COURSE |
| Location Description | CONTRA COSTA AND SOLANO COUNTIES AT CROCKETT AND IN VALLEJO FROM UNION PACIFIC RAILROAD OVERHEAD TO 0.8 MILE SOUTH OF ROUTE 80/29 SEPARATION |
| QA Service Level | 1 (Verified on 12/06/2023) |
Owner Lab
- CT D04 - Hayward DME / District Laboratory
Sample Information
| Sample Taken Date | 08/22/2026 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 3/8" HMA-A + 16% RAP | The quantity of what the sample constitutes | 2 Bags per bin#1-3 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ignacio |
| Last name of sampler or witnessed by | Arechiga | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D04-SE-26-038 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marrieta | |
| Transportation Laboratory (TL) Number | CDL4-8-22-26-2 | 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 | Martin Marrieta | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Batch Plant Hot Bins, Stockpile, Tank | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 1 | Aggregate Mix Number | 75S253_26L1 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2026-08-22-39-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory | 09/26/2026 | 10/12/2026 | No | Coarse, 2 faced=99.9%, Coarse, 1 faced=100%, Fine, 1 faced=100% | |||
| 2026-08-22-39-2 | 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, CT D04 - Hayward DME / District Laboratory | 09/26/2026 | 10/12/2026 | No | Grading C, 100 revolutions= 4.3%, 500 revolutions= 18.1% | |||
| 2026-08-22-39-3 | AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles) | Nicholas Shelly - BSK, CT D04 - Hayward DME / District Laboratory | 09/26/2026 | 10/12/2026 | No | Average uncompacted voids= 46.8% | |||
| 2026-08-22-39-4 | 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, CT D04 - Hayward DME / District Laboratory | 09/26/2026 | 10/12/2026 | No | Flat and elongated particles=0% |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2026-08-22-39-1 AASHTO T335-09r13
DIME Test ID: 2026-08-22-39-2 AASHTO T96-02r10
DIME Test ID: 2026-08-22-39-3 AASHTO T304-11
DIME Test ID: 2026-08-22-39-4 ASTM D4791-10