Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-10-12-7
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Project Information
| Project Identifiers | Project ID: 213134 DEA: 024F77U4 EFIS: 0217000022 |
|---|---|
| DIST-CO-RTE-PM | 02-MOD-299-23.1/23.6, 24.5/33.5 |
| Award Date | 05/08/2018 |
| Closeout Date | 09/02/2020 |
| Work Description | BRIDGE REPLACE, ROADWAY REHAB/FULL DEPTH RECLAMATION-CEMENT + HMA |
| Location Description | MODOC COUNTY ABOUT 6 MILES WEST OF ALTURAS FROM 0.3 MILE WEST TO 0.3 MILE EAST OF CALDWELL CREEK BRIDGE AND 1.1 MILES EAST OF CALDWELL CREEK BRIDGE TO 1.7 MILES WEST OF COUNTY ROAD 75 |
| QA Service Level | 1 (Verified on 04/02/2018) |
Sample Information
| Sample Taken Date | 10/12/2018 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 10/16/2018 |
| Sample type | Department Acceptance | A brief description of the sample | Rap |
| The quantity of what the sample constitutes | 1 bag | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | E | Last name of sampler or witnessed by | Chavez |
| Title of sampler | Consultant | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77707 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Hat Creek - Shaw Pit Facility | Transportation Laboratory (TL) Number | T101 C853309 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 18-18-S3 | 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) | 91-25-0008::SHAW PIT |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 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 | 18-18-S3 | 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2018-10-12-7-1 | 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 | 10/17/2018 | No | Rap rice | ||||
| 2018-10-12-7-2 | 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 | 10/18/2018 | No | Rap extraction grading. |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-10-12-7-1 AASHTO T209-12
DIME Test ID: 2018-10-12-7-2 AASHTO T27-14