Summary for Test 2024-10-21-66-2
Test performed: CTM 301-March 2000Project 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 | 10/21/2024 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/25/2024 | Sample type | Acceptance |
| A brief description of the sample | Native borrow | The quantity of what the sample constitutes | 2 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jeff |
| Last name of sampler or witnessed by | McKeehan | Title of sampler | MT |
| Telephone number of sampler | Laboratory sample identification | D79763 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Mercer Fraser | |
| Transportation Laboratory (TL) Number | 802368 | 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 | Native Borrow |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | WB Shoulder st.1165+00 15' 20 EP | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-21-66
DIME Test ID: 2024-10-21-66-2
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: 2024-11-18
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/14/2024
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: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 100 %
As Received Gradation, Percent Passing #16 sieve: 100 %
As Received Gradation, Percent Passing #30 sieve: 98 %
As Received Gradation, Percent Passing #50 sieve: 95 %
As Received Gradation, Percent Passing #100 sieve: 87 %
As Received Gradation, Percent Passing #200 sieve: 61 %
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: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 100 %
As Used Gradation, Percent Passing #16 sieve: 100 %
As Used Gradation, Percent Passing #30 sieve: 98 %
As Used Gradation, Percent Passing #50 sieve: 95 %
As Used Gradation, Percent Passing #100 sieve: 87 %
As Used Gradation, Percent Passing #200 sieve: 61 %
Horizontal pressure (specimen 1): 0.72 MPa
Displacement (specimen 1): 3.33
Horizontal pressure (specimen 2): 0.83 MPa
Displacement (specimen 2): 3.7
Horizontal pressure (specimen 3): 0.94 MPa
Displacement (specimen 3): 4.5
R value (specimen 1): 28.4
R value (specimen 2): 18
R value (specimen 3): 8.6
R value: 12
General comments (publicly viewable) (Max 1000 characters): R=12
Test was verified on 11/18/2024 ✔