Sample Record
Owner Lab
- CT D02 - Redding Northern Regional Laboratory
DIME Sample ID 2023-11-07-126
Project Information
Project Identifiers | Project ID: 995538 DEA: 024H0604 EFIS: 0218000073 |
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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 | 126 |
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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 | D79382 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 847466 |
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 | RT SH Slope @ PLU 36 Pm 18.0 | |
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 |
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2023-11-07-126-1 | CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates | Joe Mishoe, CT D02 - Redding Northern Regional Laboratory | 11/16/2023 | Colt Sweeny | No | P3″=100.%, P№4=58%, P№30=47%, P№50=35%, P№200=14% | Info | |
2023-11-07-126-2 | CTM 217-June 2011: Method of Test for Sand Equivalent | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 11/15/2023 | Colt Sweeny | No | SE=42 | Info | |
2023-11-07-126-3 | CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer | Josh Murphy , CT D02 - Redding Northern Regional Laboratory | 02/01/2024 | Colt Sweeny | No | R=74 | Info | |
2023-11-07-126-4 | 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 | 11/17/2023 | Colt Sweeny | No | LL=49.2, PL=NP, PI=NP | Info | |
2023-11-07-126-5 | CTM 643-April 2020: Method for Test for Laboratory Resistivity and pH for Soil and Water | Josh Ferency, CT D02 - Redding Northern Regional Laboratory | 11/20/2023 | Colt Sweeny | No | pH=5.83, p=27500Ω·cm | Info | |
2023-11-07-126-6 | ASTM D2487-17: Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) | Colt Sweeny, CT D02 - Redding Northern Regional Laboratory | 02/01/2024 | Colt Sweeny | No | Silty sand with gravel, (SM)g | Info |
Sample File Attachments
File Name | Extension | Date Uploaded | Actions |
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No results found. |
Test File Attachments
DIME Test ID: 2023-11-07-126-1 CTM 202-November 2011
DIME Test ID: 2023-11-07-126-2 CTM 217-June 2011
DIME Test ID: 2023-11-07-126-3 CTM 301-March 2000
DIME Test ID: 2023-11-07-126-4 CTM 204-June 2010
DIME Test ID: 2023-11-07-126-5 CTM 643-April 2020
DIME Test ID: 2023-11-07-126-6 ASTM D2487-17