Summary for Test 2026-05-20-87-4
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 05/20/2026 | Sample Unique Key | 87 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2026 | Sample type | Acceptance |
| A brief description of the sample | 1 Bag Subgrade | The quantity of what the sample constitutes | Subgrade |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80202 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Dig It Chester | |
| Transportation Laboratory (TL) Number | 896856 | 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 | PLU-89, st. 309+00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-05-20-87
DIME Test ID: 2026-05-20-87-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-06-08
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/03/2026
Temperature correction: 0
Temperature of solution: 21
Clay reading (test 1): 13
Sand reading (test 1): 1.5
Clay reading (test 2): 13.3
Sand reading (test 2): 1.6
Clay reading (test 3): 13.1
Sand reading (test 3): 1.5
Sand equivalent (test 1): 12
Sand equivalent (test 2): 12
Sand equivalent (test 3): 12
Sand equivalent before temperature correction: 12
Sand equivalent after temperature correction: 12
General comments (publicly viewable) (Max 1000 characters): SE=12
Test was verified on 6/8/2026 ✔