Sample Record
Owner Lab
- CT D01 - Crescent City Field Laboratory
DIME Sample ID 2024-08-15-100
Sample Details QR Code
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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 | Not set |
| 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) |
Sample Information
| Sample Taken Date | 08/15/2024 | Sample Unique Key | 100 |
|---|---|---|---|
| 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 | 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 |
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 | Submitted By | Verified? | Release Date | Test Comments | 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 | Lee Renick | No | Info | ||
| 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 | Lee Renick | No | Info | ||
| 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 | Lee Renick | No | Info | ||
| 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 | Lee Renick | No | Info |
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