Summary for Test 2022-01-20-46-5
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
| Sample Taken Date | 01/20/2022 | Sample Unique Key | 46 |
|---|---|---|---|
| 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 | 01/21/2022 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | 1 Bag of Soil | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Valasek |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | D78992 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824593 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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-PLU-70-81.65 EB Shoulder ditch | |
| Where the material sample would have been placed if not sampled | 02 PLU 70 |
Test Details
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DIME Sample ID: 2022-01-20-46
DIME Test ID: 2022-01-20-46-5
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: 2022-02-14
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/03/2022
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: 92 %
As Received Gradation, Percent Passing 3/8 in. sieve: 89 %
As Received Gradation, Percent Passing #4 sieve: 81 %
As Received Gradation, Percent Passing #8 sieve: 70 %
As Received Gradation, Percent Passing #16 sieve: 57 %
As Received Gradation, Percent Passing #30 sieve: 45 %
As Received Gradation, Percent Passing #50 sieve: 33 %
As Received Gradation, Percent Passing #100 sieve: 21 %
As Received Gradation, Percent Passing #200 sieve: 14 %
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: 95 %
As Used Gradation, Percent Passing 3/8 in. sieve: 92 %
As Used Gradation, Percent Passing #4 sieve: 83 %
As Used Gradation, Percent Passing #8 sieve: 72 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 46 %
As Used Gradation, Percent Passing #50 sieve: 34 %
As Used Gradation, Percent Passing #100 sieve: 22 %
As Used Gradation, Percent Passing #200 sieve: 15 %
Horizontal pressure (specimen 1): 0.17 MPa
Displacement (specimen 1): 4.09
Horizontal pressure (specimen 2): 0.19 MPa
Displacement (specimen 2): 4.3
Horizontal pressure (specimen 3): 0.46 MPa
Displacement (specimen 3): 4.76
R value (specimen 1): 77
R value (specimen 2): 73.6
R value (specimen 3): 42.2
R value: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/14/2022 ✔