Sample Record
DIME Sample ID 2026-08-22-38
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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 | 38 |
|---|---|---|---|
| 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 | #4 HMA-A + 15.9% RAP | The quantity of what the sample constitutes | 20 Boxes of HMA |
| 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-26-037 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Mariatta - Clayton | |
| Transportation Laboratory (TL) Number | CDL4-8-22-26-1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | L1-SL1 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Martin Marietta |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number | 77S653_26L1 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2026-08-22-38-1 | AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Trevor Hamilton - BSK, CT D04 - Hayward DME / District Laboratory | 08/22/2026 | 10/12/2026 | No | RAP Gmm=2.501 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2026-08-22-38-1 AASHTO T209-25