Sample Record
DIME Sample ID 2024-08-15-100
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Project Information
| Project Identifiers | Project ID: 1000261 DEA: 010M6704 EFIS: 0123000054 |
|---|---|
| DIST-CO-RTE-PM | 01-DN-101-R27.9/31.2 |
| Award Date | 06/21/2024 |
| Closeout Date | 03/21/2025 |
| Work Description | MICRO-SURFACING, PAVEMENT DELINEATION, AND REPLACE AC SURFACING. |
| Location Description | DEL NORTE COUNTY NEAR CRESCENT CITY FROM WASHINGTON BOULEVARD OVERCROSSING TO ELK VALLEY CROSS ROAD |
| QA Service Level | 1 (Verified on 04/15/2024) |
Owner Lab
- CT D01 - Crescent City Field Laboratory
Sample Information
| Sample Taken Date | 08/15/2024 | Sample Unique Key | 100 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/02/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 1/4 minus type 2 slurry agg | The quantity of what the sample constitutes | 2 |
| From where was the sample collected | Source | First name of sampler or witnessed by | Lee |
| Last name of sampler or witnessed by | Renick | Title of sampler | traffic engineer technician |
| Telephone number of sampler | (707) 666-5918 | Laboratory sample identification | 14188 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | knife river central point Oregon | |
| Transportation Laboratory (TL) Number | 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) | 171110 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | type 2 | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | Knife river central point oregon | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2024-08-15-100-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Lee Renick, CT D01 - Crescent City Field Laboratory | 09/23/2024 | 09/23/2024 | No | ||||
| 2024-08-15-100-2 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Lee Renick, CT D01 - Crescent City Field Laboratory | 09/23/2024 | 09/23/2024 | No | ||||
| 2024-08-15-100-3 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Lee Renick, CT D01 - Crescent City Field Laboratory | 09/23/2024 | 09/23/2024 | No | ||||
| 2024-08-15-100-4 | AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index) | Lee Renick, CT D01 - Crescent City Field Laboratory | 09/23/2024 | 09/23/2024 | No |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2024-08-15-100-1 AASHTO T335-09r13
DIME Test ID: 2024-08-15-100-2 AASHTO T210-15
DIME Test ID: 2024-08-15-100-3 AASHTO T27-14
DIME Test ID: 2024-08-15-100-4 AASHTO T210-15