Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2023-07-11-86
Sample is locked from editing. info
Project Information
| Project Identifiers | Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-5-R19.0/R25.3 |
| Award Date | 05/11/2023 |
| Closeout Date | 04/11/2024 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED). |
| Location Description | SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 86 |
|---|---|---|---|
| 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 | 07/11/2023 |
| Sample type | Production Start-Up | A brief description of the sample | Lime Treated 3/4-inch Type A Aggregate |
| The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | . |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79294F | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) | Transportation Laboratory (TL) Number | 897598 |
| 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) | 91-45-0017 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Mathematically Combined Gradation per CT 384 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Submitted Tests
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2023-07-11-86-1 AASHTO T27-14 (Verified)
