Sample Record
Owner Lab
- CT HQ - Sacramento Hot Mix Asphalt Laboratory
DIME Sample ID 2019-02-22-13
Sample Details QR Code
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Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/22/2019 | Sample Unique Key | 13 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 02/22/2019 |
| Sample type | Verification | A brief description of the sample | 1/2" combined virgin aggregate |
| The quantity of what the sample constitutes | JMF OGFC Verfication | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Weaver |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Sierra Pacific - Avenal | 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) | 91-10-0006::AVENAL AGGREGATES |
|---|---|---|---|
| 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 | Source | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2019-02-22-13-1 | AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 02/22/2019 | Clinton Edmiston | No | Info | ||
| 2019-02-22-13-2 | AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 02/22/2019 | Clinton Edmiston | No | Info | ||
| 2019-02-22-13-3 | AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent) | Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory | 02/22/2019 | Clinton Edmiston | No | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2019-02-22-13-1 AASHTO T335-09r13
DIME Test ID: 2019-02-22-13-2 AASHTO T96-02r10
DIME Test ID: 2019-02-22-13-3 AASHTO T176-08