Summary for Test 2024-06-03-64-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215676 DEA: 020J6404 EFIS: 0219000145 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-36-R13.6/R14.2 |
| Award Date | 12/19/2023 |
| Closeout Date | 09/24/2025 |
| Work Description | A13 AT ROUTE 36 SAFETY |
| Location Description | IN PLUMAS COUNTY NEAR CHESTER FROM 0.2 MILE WEST OF BAILEY CREEK BRIDGE TO 0.3 MILE EAST OF COUNTY ROAD A-13. |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 06/03/2024 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 06/03/2024 |
| Sample type | Acceptance | A brief description of the sample | 2 bags of Soil |
| The quantity of what the sample constitutes | Native Subgrade | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D79565 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 802361 |
| 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 | "A13" 11+19, 8.5' Lt of CL | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-06-03-64
DIME Test ID: 2024-06-03-64-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2025-02-13
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 06/17/2024
As Received Gradation, Percent Passing 3 in. sieve: no data %
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data %
As Received Gradation, Percent Passing 2 in. sieve: no data %
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 99 %
As Received Gradation, Percent Passing #4 sieve: 98 %
As Received Gradation, Percent Passing #8 sieve: 97 %
As Received Gradation, Percent Passing #16 sieve: 95 %
As Received Gradation, Percent Passing #30 sieve: 92 %
As Received Gradation, Percent Passing #50 sieve: 89 %
As Received Gradation, Percent Passing #100 sieve: 84 %
As Received Gradation, Percent Passing #200 sieve: 80 %
As Used Gradation, Percent Passing 3 in. sieve: no data %
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data %
As Used Gradation, Percent Passing 2 in. sieve: no data %
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data %
As Used Gradation, Percent Passing 1 in. sieve: 100 %
As Used Gradation, Percent Passing 3/4 in. sieve: 100 %
As Used Gradation, Percent Passing 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 99 %
As Used Gradation, Percent Passing #4 sieve: 98 %
As Used Gradation, Percent Passing #8 sieve: 97 %
As Used Gradation, Percent Passing #16 sieve: 95 %
As Used Gradation, Percent Passing #30 sieve: 92 %
As Used Gradation, Percent Passing #50 sieve: 88 %
As Used Gradation, Percent Passing #100 sieve: 84 %
As Used Gradation, Percent Passing #200 sieve: 80 %
Horizontal pressure (specimen 1): 0.7 MPa
Displacement (specimen 1): 2.94
Horizontal pressure (specimen 2): 0.29 MPa
Displacement (specimen 2): 3.55
Horizontal pressure (specimen 3): 0.23 MPa
Displacement (specimen 3): 3.5
R value (specimen 1): 32.7
R value (specimen 2): 66.3
R value (specimen 3): 73
R value: 37
General comments (publicly viewable) (Max 1000 characters): R=37
Test was verified on 2/13/2025 ✔