Summary for Test 2021-10-07-83-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
| Award Date | 11/21/2024 |
| Closeout Date | Not set |
| Work Description | ALMANOR WEST REHAB - ROADWAY REHABILITATION |
| Location Description | IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36. |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 10/07/2021 | Sample Unique Key | 83 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/07/2021 | Sample type | Preliminary |
| A brief description of the sample | Soil | The quantity of what the sample constitutes | 2 bags for structural section recommendation |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dan |
| Last name of sampler or witnessed by | Curran | Title of sampler | MREA |
| Telephone number of sampler | Laboratory sample identification | D78952 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 897766 | 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-PLU-89-41.0-45ft RT of CL | |
| Where the material sample would have been placed if not sampled | 02 PLU 89 |
Test Details
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DIME Sample ID: 2021-10-07-83
DIME Test ID: 2021-10-07-83-2
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: 2021-11-16
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 10/23/2021
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: 94 %
As Received Gradation, Percent Passing 1 in. sieve: 85 %
As Received Gradation, Percent Passing 3/4 in. sieve: 80 %
As Received Gradation, Percent Passing 1/2 in. sieve: 72 %
As Received Gradation, Percent Passing 3/8 in. sieve: 67 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 51 %
As Received Gradation, Percent Passing #16 sieve: 48 %
As Received Gradation, Percent Passing #30 sieve: 43 %
As Received Gradation, Percent Passing #50 sieve: 34 %
As Received Gradation, Percent Passing #100 sieve: 21 %
As Received Gradation, Percent Passing #200 sieve: 14.4 %
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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 83 %
As Used Gradation, Percent Passing #4 sieve: 70 %
As Used Gradation, Percent Passing #8 sieve: 63 %
As Used Gradation, Percent Passing #16 sieve: 58 %
As Used Gradation, Percent Passing #30 sieve: 53 %
As Used Gradation, Percent Passing #50 sieve: 41 %
As Used Gradation, Percent Passing #100 sieve: 26 %
As Used Gradation, Percent Passing #200 sieve: 18 %
Horizontal pressure (specimen 1): 0.14 MPa
Displacement (specimen 1): 4.54
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 4.28
Horizontal pressure (specimen 3): 0.15 MPa
Displacement (specimen 3): 4.45
R value (specimen 1): 79.1
R value (specimen 2): 78.7
R value (specimen 3): 78.1
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2021 ✔