Summary for Test 2025-01-30-45-1
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
| Award Date | 01/23/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
| Location Description | ON STATE ROUTE 99 |
| QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
| Sample Taken Date | 01/30/2025 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/03/2025 | Sample type | Quality Assurance |
| A brief description of the sample | Existing | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Martika |
| Last name of sampler or witnessed by | Hall | Title of sampler | JET |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Existing | |
| Transportation Laboratory (TL) Number | 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 | Bottom of Trench | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-01-30-45
DIME Test ID: 2025-01-30-45-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-03-07
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 01/30/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 12.7
Sand reading (test 1): 0.9
Clay reading (test 2): 12.7
Sand reading (test 2): 0.9
Clay reading (test 3): 12.7
Sand reading (test 3): 0.9
Sand equivalent (test 1): 8
Sand equivalent (test 2): 8
Sand equivalent (test 3): 8
Sand equivalent before temperature correction: 8
Sand equivalent after temperature correction: 8
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/7/2025 ✔