Summary for Test 2026-07-22-87-2
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1002609 DEA: 023H9504 EFIS: 0218000057 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-0/8.71 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Graeagle CAPM - Pavement preservation |
| Location Description | In Plumas County in and near Graeagle from Sierra County Line to Route 70. |
| QA Service Level | 1 (Verified on 09/02/2026) |
Sample Information
| Sample Taken Date | 07/22/2026 | Sample Unique Key | 87 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Preliminary |
| A brief description of the sample | 2 Bags Sand Silt Rock and Soil | The quantity of what the sample constitutes | 2 Bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Derek |
| Last name of sampler or witnessed by | Serna | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | D80305 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | D2 Mat Lab | |
| Transportation Laboratory (TL) Number | 003 | 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 | Hwy 89, Shoulder Slope near PM 8.0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-07-22-87
DIME Test ID: 2026-07-22-87-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-09-08
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 07/28/2026
Temperature correction: 0
Temperature of solution: 20.8
Clay reading (test 1): 8.3
Sand reading (test 1): 2.6
Clay reading (test 2): 8.2
Sand reading (test 2): 2.6
Clay reading (test 3): 7.8
Sand reading (test 3): 2.5
Sand equivalent (test 1): 32
Sand equivalent (test 2): 32
Sand equivalent (test 3): 33
Sand equivalent before temperature correction: 33
Sand equivalent after temperature correction: 33
General comments (publicly viewable) (Max 1000 characters): SE=33
Test was verified on 9/8/2026 ✔