Sample Record
Owner Lab
- CT D09 - Bishop Field Laboratory
DIME Sample ID 2024-10-02-61
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
Project Information
| Project Identifiers | Project ID: 1000233 DEA: 09398004 EFIS: 0923000027 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-R93.0/R97.0,R139.8 |
| Award Date | 05/24/2024 |
| Closeout Date | 12/02/2024 |
| Work Description | HOT MIX ASPHALT (TYPE A), & REMOVE CONCRETE PAVEMENT. |
| Location Description | KERN COUNTY NEAR TEHACHAPI FROM 0.2 MILE EAST OF DENNISON ROAD OVERCROSSING TO 2.2 MILES WEST OF SAND CANYON OVERHEAD BRIDGE AND NEAR BORON AT BORAX ROAD OVERCROSSING |
| QA Service Level | 1 (Verified on 04/03/2024) |
Sample Information
| Sample Taken Date | 10/02/2024 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 10/03/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" Coldfeed & RAP |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Granite | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | CF-02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Solari Plant | 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) | 00-00-0000 |
|---|---|---|---|
| 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 | Sample Device at Plant | |
| 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 |
Combined Gradation Report Information
| Combined Gradation Report Id | Bin Index | Dime Test Id |
|---|---|---|
| 2024-10-11: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 1 | 2024-10-02-61-2 |
| 2024-10-11: HMA Aggregates (Size 3/4"): Type A HMA - Continuous Mixing Plant - Sieve Analysis With RAP | 2 | 2024-10-02-61-3 |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2024-10-02-61-1 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Derek Carrington, CT D09 - Bishop Field Laboratory | 10/08/2024 | Derek Carrington | No | CF-02 | Info | |
| 2024-10-02-61-2 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Derek Carrington, CT D09 - Bishop Field Laboratory | 10/08/2024 | Derek Carrington | Yes | 10/08/2024 | CF-02 Agg | |
| 2024-10-02-61-3 | AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis) | Derek Carrington, CT D09 - Bishop Field Laboratory | 10/08/2024 | Derek Carrington | Yes | 10/08/2024 | CF-02 RAP |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2024-10-02-61-1 AASHTO T176-08
DIME Test ID: 2024-10-02-61-2 AASHTO T27-14 (Verified)
DIME Test ID: 2024-10-02-61-3 AASHTO T30-19 (Verified)