Summary for Test 2024-10-29-64-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1000792 DEA: 022J8704 EFIS: 0221000143 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Deck Replacement |
| Location Description | In Shasta County near Shasta from 0.4 mile west of Whiskey Creek road to 0.1 mile east of lake vista overlook. |
| QA Service Level | 1 (Verified on 01/08/2025) |
Sample Information
| Sample Taken Date | 10/29/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2024 | Sample type | Preliminary |
| A brief description of the sample | 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 | Brian |
| Last name of sampler or witnessed by | Steiner | Title of sampler | ADME |
| Telephone number of sampler | Laboratory sample identification | D79764 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 00000 | 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 | RT Shoulder Slope SHA 299 PM 14.50 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-29-64
DIME Test ID: 2024-10-29-64-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-11-21
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 10/31/2024
Temperature correction: 0
Temperature of solution: 20.4
Clay reading (test 1): 8.7
Sand reading (test 1): 3.6
Clay reading (test 2): 8.7
Sand reading (test 2): 3.6
Clay reading (test 3): 8.3
Sand reading (test 3): 3.2
Sand equivalent (test 1): 42
Sand equivalent (test 2): 42
Sand equivalent (test 3): 39
Sand equivalent before temperature correction: 41
Sand equivalent after temperature correction: 41
General comments (publicly viewable) (Max 1000 characters): SE=41
Test was verified on 11/21/2024 ✔