Sample Record
Owner Labs
- BSK Associates
- CT D04 - Hayward DME / District Laboratory
DIME Sample ID 2025-06-29-24
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 1001446 DEA: 043X8504 EFIS: 0425000330 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-580-R5.9/12.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement repair and restriping |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/29/2025) |
Sample Information
| Sample Taken Date | 06/29/2025 | Sample Unique Key | 24 |
|---|---|---|---|
| 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 | 07/15/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA+25% RAP |
| The quantity of what the sample constitutes | 1 Bag RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Dennis | Last name of sampler or witnessed by | Yeung |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D04-SE-25-037 | Linked DIME Sample ID | 2025-06-29-23 |
| The fabricator/manufacturer/facility name | Granite Construction Pleasnton | Transportation Laboratory (TL) Number | CPL062925 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Reclaimed Asphalt Pavement | RAP Source | Granite Construction Pleasnton |
|---|---|---|---|
| Aggregate Size | Aggregate Source | ||
| RAP Stockpile | Stockpile Size (tons) | ||
| Reclaimed Asphalt Pavement Mix Number |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2025-06-29-24-1 | AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Trevor Hamilton, BSK Associates | 10/10/2025 | 10/20/2025 | No | RAP Gmm=2.510 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-06-29-24-1 AASHTO T209-25