Summary for Test 2024-01-04-49-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000200 DEA: 023J5204 EFIS: 0222000055 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-15.7-16.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Horse Gulch Curve |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 01/04/2024 | Sample Unique Key | 49 |
|---|---|---|---|
| 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 | 01/04/2024 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| 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 | D79394 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 847467 |
| 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 | LT SH Slope @ TEH 36 PM 15.8 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-01-04-49
DIME Test ID: 2024-01-04-49-3
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: 2024-05-06
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 01/11/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 96 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 1 in. sieve: 94 %
As Received Gradation, Percent Passing 3/4 in. sieve: 93 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 89 %
As Received Gradation, Percent Passing #4 sieve: 86 %
As Received Gradation, Percent Passing #8 sieve: 83 %
As Received Gradation, Percent Passing #16 sieve: 80 %
As Received Gradation, Percent Passing #30 sieve: 77 %
As Received Gradation, Percent Passing #50 sieve: 73 %
As Received Gradation, Percent Passing #100 sieve: 65 %
As Received Gradation, Percent Passing #200 sieve: 55 %
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 96 %
As Used Gradation, Percent Passing #4 sieve: 92 %
As Used Gradation, Percent Passing #8 sieve: 89 %
As Used Gradation, Percent Passing #16 sieve: 86 %
As Used Gradation, Percent Passing #30 sieve: 82 %
As Used Gradation, Percent Passing #50 sieve: 78 %
As Used Gradation, Percent Passing #100 sieve: 70 %
As Used Gradation, Percent Passing #200 sieve: 59 %
Horizontal pressure (specimen 1): 0.73 MPa
Displacement (specimen 1): 3.18
Horizontal pressure (specimen 2): 0.77 MPa
Displacement (specimen 2): 3.47
Horizontal pressure (specimen 3): 0.83 MPa
Displacement (specimen 3): 3.91
R value (specimen 1): 28.5
R value (specimen 2): 23.6
R value (specimen 3): 17.2
R value: 17
General comments (publicly viewable) (Max 1000 characters): R=17
Test was verified on 5/6/2024 ✔