Summary for Test 2023-04-05-36-2
Test performed: CTM 204-June 2010Project Information
| Project Identifiers | Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-8.3/15 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/05/2023 | Sample type | Preliminary |
| A brief description of the sample | Soil for structural section recommendation | The quantity of what the sample constitutes | Structural Section Recommendation |
| 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 | D79203 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 895801 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
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 | 02-TRI-299-11.53, Rt shoulder slope, 0.5-1.5 feet | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-04-05-36
DIME Test ID: 2023-04-05-36-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2023-05-09
Test Results
The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 05/05/2023
Liquid Limit (LL): 29 %
Plastic Limit (PL): 0 %
Plastic Index(PI): 29
General comments (publicly viewable) (Max 1000 characters): LL=29,
PL=NP,
PI=NP,
This material was non-plastic (NP).
Test was verified on 5/9/2023 ✔