Sample Record
DIME Sample ID 2025-04-17-111
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Project Information
| Project Identifiers | Project ID: 994812 DEA: 042K7204 EFIS: 0417000014 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-4-R14.3/24.3 |
| Award Date | 03/23/2023 |
| Closeout Date | 10/06/2025 |
| Work Description | Pvmt rehabilitation, slab repl, ADA curb ramp and install guardrail. |
| Location Description | On state highway in Contra Costa County in and near Concord and Pittsburg from 0.3 miles east of Peralta Road Undercrossing to Loveridge Road Overcrossing. |
| QA Service Level | 1 (Verified on 05/10/2023) |
Owner Lab
- BSK Associates
Sample Information
| Sample Taken Date | 04/17/2025 | Sample Unique Key | 111 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/24/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-25%RAP+3%RAS | The quantity of what the sample constitutes | 2 Bags RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jose Leon |
| Last name of sampler or witnessed by | Amparan | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D04-SE-25-012 | |
| Linked DIME Sample ID | 2025-04-17-110 | The fabricator/manufacturer/facility name | Granite Construction - Pleasanton |
| Transportation Laboratory (TL) Number | CON-041725-3 | 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 |
|---|---|---|---|
| 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2025-04-17-111-1 | AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Nicholas Shelly - BSK, BSK Associates | 06/06/2025 | 09/25/2025 | No | RAP Gmm=2.509 |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2025-04-17-111-1 AASHTO T209-22