Summary for Test 2021-03-24-28-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215757 DEA: 021J5704 EFIS: 0220000106 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-44-6.5/7.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Poison Lake Curve Improvement |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/23/2021) |
Sample Information
| Sample Taken Date | 03/24/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/24/2021 | Sample type | Preliminary |
| A brief description of the sample | Silty Sand with Gravel, (SM)g | The quantity of what the sample constitutes | Structural Section Recomendation |
| 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 | AAME |
| Telephone number of sampler | Laboratory sample identification | D78754 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 824582 | 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 | 02-LAS-44-6.5 at Shoulder Embankment, 6 - 12 inch depth | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-03-24-28
DIME Test ID: 2021-03-24-28-4
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: 2021-05-17
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/08/2021
As Received Gradation, Percent Passing 3 in. sieve: 100 %
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 94 %
As Received Gradation, Percent Passing 3/4 in. sieve: 90 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 79 %
As Received Gradation, Percent Passing #4 sieve: 70 %
As Received Gradation, Percent Passing #8 sieve: 66 %
As Received Gradation, Percent Passing #16 sieve: 63 %
As Received Gradation, Percent Passing #30 sieve: 60 %
As Received Gradation, Percent Passing #50 sieve: 53 %
As Received Gradation, Percent Passing #100 sieve: 37 %
As Received Gradation, Percent Passing #200 sieve: 22 %
As Used Gradation, Percent Passing 3 in. sieve: 100 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Used Gradation, Percent Passing 2 in. sieve: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 100 %
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: 92 %
As Used Gradation, Percent Passing 3/8 in. sieve: 87 %
As Used Gradation, Percent Passing #4 sieve: 77 %
As Used Gradation, Percent Passing #8 sieve: 73 %
As Used Gradation, Percent Passing #16 sieve: 69 %
As Used Gradation, Percent Passing #30 sieve: 66 %
As Used Gradation, Percent Passing #50 sieve: 58 %
As Used Gradation, Percent Passing #100 sieve: 40 %
As Used Gradation, Percent Passing #200 sieve: 25 %
Horizontal pressure (specimen 1): 0.15 MPa
Displacement (specimen 1): 4.31
Horizontal pressure (specimen 2): 0.19 MPa
Displacement (specimen 2): 4.84
Horizontal pressure (specimen 3): 0.23 MPa
Displacement (specimen 3): 4.51
R value (specimen 1): 78.6
R value (specimen 2): 71.2
R value (specimen 3): 67.7
R value: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2021 ✔