Summary for Test 2025-10-22-65-2
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1001798 DEA: 024J7304 EFIS: 0223000066 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-24.4/25.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | McCloud Intersection Safety - Intersection improvements |
| Location Description | In Siskiyou County at and near McCloud from East Minnesota Avenue to Modoc Avenue |
| QA Service Level | 1 (Verified on 10/30/2025) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 65 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2025 | Sample type | Preliminary |
| A brief description of the sample | Rock and Soil | The quantity of what the sample constitutes | Not Provided |
| 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 | D80105 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | D2 Mat Lab | |
| Transportation Laboratory (TL) Number | 897625 | 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 | Shoulder at PM 24.5, SIS 89 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-22-65
DIME Test ID: 2025-10-22-65-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-12-01
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 10/31/2025
Temperature correction: 0
Temperature of solution: 22.1
Clay reading (test 1): 5.7
Sand reading (test 1): 2.5
Clay reading (test 2): 6.3
Sand reading (test 2): 2.9
Clay reading (test 3): 6.3
Sand reading (test 3): 2.7
Sand equivalent (test 1): 44
Sand equivalent (test 2): 46
Sand equivalent (test 3): 43
Sand equivalent before temperature correction: 45
Sand equivalent after temperature correction: 45
General comments (publicly viewable) (Max 1000 characters): SE=45
Test was verified on 12/1/2025 ✔