Summary for Test 2021-06-09-29-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993103 DEA: 021J7504 EFIS: 0220000124 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.5/16.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Devil's Corral Safety |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
| Sample Taken Date | 06/09/2021 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 06/10/2021 |
| Sample type | Preliminary | A brief description of the sample | 2 Bags Soil |
| The quantity of what the sample constitutes | Structural Section Recomendation | From where was the sample collected | Job Site |
| 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 | D78837 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Not applicable | Transportation Laboratory (TL) Number | 824588 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Not Applicable | Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02-LAS-36-14.5 on Shoulder 20 ft past EP |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2021-06-09-29
DIME Test ID: 2021-06-09-29-3
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: 2021-12-24
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/17/2021
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: 99 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 3/8 in. sieve: 93 %
As Received Gradation, Percent Passing #4 sieve: 89 %
As Received Gradation, Percent Passing #8 sieve: 85 %
As Received Gradation, Percent Passing #16 sieve: 78 %
As Received Gradation, Percent Passing #30 sieve: 69 %
As Received Gradation, Percent Passing #50 sieve: 58 %
As Received Gradation, Percent Passing #100 sieve: 49 %
As Received Gradation, Percent Passing #200 sieve: 41 %
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: 98 %
As Used Gradation, Percent Passing 3/8 in. sieve: 96 %
As Used Gradation, Percent Passing #4 sieve: 91 %
As Used Gradation, Percent Passing #8 sieve: 87 %
As Used Gradation, Percent Passing #16 sieve: 80 %
As Used Gradation, Percent Passing #30 sieve: 71 %
As Used Gradation, Percent Passing #50 sieve: 60 %
As Used Gradation, Percent Passing #100 sieve: 50 %
As Used Gradation, Percent Passing #200 sieve: 42 %
Horizontal pressure (specimen 1): 0.32 MPa
Displacement (specimen 1): 3.37
Horizontal pressure (specimen 2): 0.71 MPa
Displacement (specimen 2): 3.35
Horizontal pressure (specimen 3): 0.88 MPa
Displacement (specimen 3): 4.45
R value (specimen 1): 64.4
R value (specimen 2): 29.1
R value (specimen 3): 12.3
R value: 25
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/24/2021 ✔