Summary for Test 2026-05-13-50-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 05/13/2026 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 05/18/2026 |
| Sample type | Acceptance | A brief description of the sample | 2 Bags Subgrade |
| The quantity of what the sample constitutes | Subgrade | From where was the sample collected | Source |
| First name of sampler or witnessed by | Reilly | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80199 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Mercer Fraser | Transportation Laboratory (TL) Number | 845704 |
| 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 | Sta. 1016+00 PLU-70-PM 58.2-R78.4 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2026-05-13-50
DIME Test ID: 2026-05-13-50-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-06-01
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 05/27/2026
Temperature correction: 0
Temperature of solution: 21.3
Clay reading (test 1): 12.2
Sand reading (test 1): 1.2
Clay reading (test 2): 12.3
Sand reading (test 2): 1.1
Clay reading (test 3): 12.3
Sand reading (test 3): 1.2
Sand equivalent (test 1): 10
Sand equivalent (test 2): 9
Sand equivalent (test 3): 10
Sand equivalent before temperature correction: 10
Sand equivalent after temperature correction: 10
General comments (publicly viewable) (Max 1000 characters): SE=10
Test was verified on 6/1/2026 ✔