Summary for Test 2024-01-04-48-2
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1000200 DEA: 023J5204 EFIS: 0222000055 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-15.7-16.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Horse Gulch Curve |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 01/04/2024 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/04/2024 | 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 | Source | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Steiner | Title of sampler | ADME |
| Telephone number of sampler | Laboratory sample identification | D79395 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 847468 | 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 | LT SH Slope @ TEH 36 PM 16.3 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-01-04-48
DIME Test ID: 2024-01-04-48-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-05-06
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Sean Mcwithey
Date of test: 01/09/2024
Temperature correction: 0
Temperature of solution: 23.1
Clay reading (test 1): 13.7
Sand reading (test 1): 0.9
Clay reading (test 2): 13.2
Sand reading (test 2): 0.8
Clay reading (test 3): 13.6
Sand reading (test 3): 0.9
Sand equivalent (test 1): 7
Sand equivalent (test 2): 7
Sand equivalent (test 3): 7
Sand equivalent before temperature correction: 7
Sand equivalent after temperature correction: 7
General comments (publicly viewable) (Max 1000 characters): SE=7
Test was verified on 5/6/2024 ✔