Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2018-09-26-15
Project Information
| Project Identifiers | Project ID: 212741 DEA: 020E1804 EFIS: 0200000022 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-29.8/30.2 |
| Award Date | 12/13/2017 |
| Closeout Date | 12/17/2021 |
| Work Description | BRIDGE REPLACEMENT |
| Location Description | PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY |
| QA Service Level | 1 (Verified on 12/06/2017) |
Sample Information
| Sample Taken Date | 09/26/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 09/27/2018 |
| Sample type | Department Acceptance | A brief description of the sample | PSE 3/4 cold feed and rap |
| The quantity of what the sample constitutes | PSE 6 bags | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | jeremy | Last name of sampler or witnessed by | CGI |
| Title of sampler | CGI | Telephone number of sampler | |
| Laboratory sample identification | D77668 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Dig-It Chester | Transportation Laboratory (TL) Number | T101 C 678052 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | T101 C678052 | 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 | PSE 3/4 cold feed and rap | The fabricator/manufacturer designation for the sample | |
| The plant number | A detailed description of where the material sample was collected | At the 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 | 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 |
|---|---|---|---|---|---|---|---|---|---|
| 2018-09-26-15-1 | 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 | 10/03/2018 | No | PSE, 3/4 cold feed | ||||
| 2018-09-26-15-2 | 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 | 10/03/2018 | No | PSE, rap extraction grading. | ||||
| 2018-09-26-15-3 | 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 | 10/01/2018 | No | PSE, rap rice |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2018-09-26-15-1 AASHTO T27-14
DIME Test ID: 2018-09-26-15-2 AASHTO T27-14
DIME Test ID: 2018-09-26-15-3 AASHTO T209-12
