Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-06-23-2
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 211226 DEA: 024E6404 EFIS: 0212000011 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-147-8.9/9.3 |
| Award Date | 05/10/2016 |
| Closeout Date | 11/12/2020 |
| Work Description | REPLACE BRIDGE, GUARDRAILING, HMA, STRIPING |
| Location Description | PLUMAS COUNTY ABOUT 9 MILES NORTH OF CANYON DAM FROM 0.1 MILE SOUTH TO 0.4 MILE NORTH OF HAMILTON BRANCH BRIDGE |
| QA Service Level | 1 (Verified on 04/21/2016) |
Sample Information
| Sample Taken Date | 06/23/2018 | Sample Unique Key | 2 |
|---|---|---|---|
| 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 | 06/25/2018 |
| Sample type | Department Acceptance | A brief description of the sample | PSE, Cold feed and rap |
| The quantity of what the sample constitutes | PSE 5 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Randy | Last name of sampler or witnessed by | Bibbens |
| Title of sampler | Field Technician | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77476 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Ward Lake Hat Crk Construction | Transportation Laboratory (TL) Number | T101 C736159 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C736159 | Structure unique identifier | Not set |
| Structure name | Not set | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 Cold feed and rap | The fabricator/manufacturer designation for the sample | Unknown |
| The plant number | Unknown | A detailed description of where the material sample was collected | At the plant |
| Where the material sample would have been placed if not sampled | Unknown | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | Unknown | Lot number | Not set |
| Sublot number | Not set | Aggregate Mix Number | Not set |
| HMA Pay | No |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Date Added | Verified? | Release Date | Test Comments | Privacy Level | Actions |
|---|---|---|---|---|---|---|---|---|---|
| 2018-06-23-2-1 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 06/27/2018 | No | PSE, 3/4 Cold feed | ||||
| 2018-06-23-2-2 | AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 06/28/2018 | No | PSE, Rap extraction grading | ||||
| 2018-06-23-2-3 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Terry McCormick, CT D02 - Redding Northern Regional Laboratory | 06/27/2018 | No | PSE, Rap rice |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-06-23-2-1 AASHTO T27-14
DIME Test ID: 2018-06-23-2-2 AASHTO T27-14
DIME Test ID: 2018-06-23-2-3 AASHTO T209-12