Summary for Test 2025-10-08-67-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 1001796 DEA: 021K5404 EFIS: 0224000119 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-44-R26.94/R27.62 |
| Award Date | 05/02/2028 |
| Closeout Date | Not set |
| Work Description | West Shingletown Shoulder Widening and Rumble Strips |
| Location Description | In Shasta County at Shingletown from 1.0 Mile West to 0.2 Mile west of Wilson Hil Road |
| QA Service Level | 1 (Verified on 10/28/2025) |
Sample Information
| Sample Taken Date | 10/08/2025 | Sample Unique Key | 67 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 10/09/2025 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags Sand Silt Rock and Soil |
| The quantity of what the sample constitutes | Structural Section Recommendation | 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 | D80081 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | District 2 Lab | Transportation Laboratory (TL) Number | 897622 |
| 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 SHA 44, PM 27.00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2025-10-08-67
DIME Test ID: 2025-10-08-67-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-10-29
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 10/14/2025
Temperature correction: 0
Temperature of solution: 21
Clay reading (test 1): 11.7
Sand reading (test 1): 1.4
Clay reading (test 2): 11.7
Sand reading (test 2): 1.3
Clay reading (test 3): 11.6
Sand reading (test 3): 1.3
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 10/29/2025 ✔