Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2023-11-07-120
Sample Details QR Code
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Project Information
| Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-0.00 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Chester Causeway Rehab |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/07/2023 | Sample Unique Key | 120 |
|---|---|---|---|
| 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 | 11/07/2023 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | AAME | Telephone number of sampler | |
| Laboratory sample identification | D79376 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 895821 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | LT Sh Slope @ PLU 36 Pm 12.0 | |
| Where the material sample would have been placed if not sampled |
Submitted Tests
| DIME Test ID | Test Method | Tester Name, Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
|---|---|---|---|---|---|---|---|---|
| 2023-11-07-120-2 | CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index) | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 11/15/2023 | Colt Sweeny | No | PI=NP | Info | |
| 2023-11-07-120-3 | CTM 217-June 2011: Method of Test for Sand Equivalent | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 11/09/2023 | Colt Sweeny | No | SE=19 | Info | |
| 2023-11-07-120-4 | CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 11/17/2023 | Colt Sweeny | No | R=63 | Info | |
| 2023-11-07-120-5 | ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 11/09/2023 | Colt Sweeny | No | Info | ||
| 2023-11-07-120-6 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Josh Murphy , CT D02 - Redding Northern Regional Laboratory | 11/09/2023 | Colt Sweeny | No | P3″=100.%, P№4=75%, P№30=54%, P№50=46%, P№200=29% | Info |
Sample File Attachments
| File Name | Extension | Date Uploaded | Actions |
|---|---|---|---|
| No results found. | |||
Test File Attachments
DIME Test ID: 2023-11-07-120-2 CTM 204-June 2010
DIME Test ID: 2023-11-07-120-3 CTM 217-June 2011
DIME Test ID: 2023-11-07-120-4 CTM 301-March 2000
DIME Test ID: 2023-11-07-120-5 ASTM D2487-17
DIME Test ID: 2023-11-07-120-6 CTM 202-November 2011