Summary for Test 2021-08-31-57-5
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 993330 DEA: 022J6204 EFIS: 0221000118 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-265-19.801 to 20.328 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Weed Blvd Pavement - CAPM Pavement Preservation |
| Location Description | In Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328 |
| QA Service Level | 1 (Verified on 10/14/2021) |
Sample Information
| Sample Taken Date | 08/31/2021 | Sample Unique Key | 57 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/01/2021 | 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 | D78934 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 897759 | 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 SIS 97 PM 0.10 50ft rt of CL Depth 0 to 1 ft | |
| Where the material sample would have been placed if not sampled | 02 SIS 97 PM 0 and 1 tenth |
Test Details
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DIME Sample ID: 2021-08-31-57
DIME Test ID: 2021-08-31-57-5
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: 2021-10-21
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/08/2021
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: 93 %
As Received Gradation, Percent Passing 1 in. sieve: 90 %
As Received Gradation, Percent Passing 3/4 in. sieve: 88 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 66 %
As Received Gradation, Percent Passing #8 sieve: 54 %
As Received Gradation, Percent Passing #16 sieve: 44 %
As Received Gradation, Percent Passing #30 sieve: 36 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 21 %
As Received Gradation, Percent Passing #200 sieve: 15.2 %
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: 94 %
As Used Gradation, Percent Passing 3/8 in. sieve: 89 %
As Used Gradation, Percent Passing #4 sieve: 75 %
As Used Gradation, Percent Passing #8 sieve: 61 %
As Used Gradation, Percent Passing #16 sieve: 50 %
As Used Gradation, Percent Passing #30 sieve: 41 %
As Used Gradation, Percent Passing #50 sieve: 33 %
As Used Gradation, Percent Passing #100 sieve: 24 %
As Used Gradation, Percent Passing #200 sieve: 17 %
Horizontal pressure (specimen 1): 0.13 MPa
Displacement (specimen 1): 4.24
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 4.34
Horizontal pressure (specimen 3): 0.19 MPa
Displacement (specimen 3): 4.89
R value (specimen 1): 81.5
R value (specimen 2): 78.5
R value (specimen 3): 71
R value: 77
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2021 ✔