Sample Record
Owner Lab
- CT HQ - Sacramento Asphalt Binder Laboratory
DIME Sample ID 2024-10-17-45
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-23.49 |
| Award Date | 09/10/2024 |
| Closeout Date | 05/09/2025 |
| Work Description | BRIDGE REPAIR FOR BR #46 0192 |
| Location Description | Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192. |
| QA Service Level | 1 (Verified on 09/26/2024) |
Sample Information
| Sample Taken Date | 10/17/2024 | Sample Unique Key | 45 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/24/2024 |
| Sample type | Quality Assurance | A brief description of the sample | SS1H 100% |
| The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Source |
| First name of sampler or witnessed by | B | Last name of sampler or witnessed by | Klassen |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | CENTENNINAL ASPHALT | Transportation Laboratory (TL) Number | 027621 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphaltic Emulsion | Emulsion Grade | SS-1h |
|---|---|---|---|
| Lot Number | Not set | Sub Lot | Not set |
| Dilution Percentage Rate | Not set |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| No results found. | |||||||||
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||