Summary for Test 2021-10-07-81-2
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 993331 DEA: 023H6904 EFIS: 0218000010 |
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DIST-CO-RTE-PM | 02-PLU-89-30/R42.1 |
Award Date | Not set |
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 | 81 |
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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 | 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 | D78949 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897763 |
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-89-33.9-40ft LT of CL | |
Where the material sample would have been placed if not sampled | 02 PLU 89 |
Test Details
DIME Sample ID: 2021-10-07-81
DIME Test ID: 2021-10-07-81-2
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: Terry McCormick
Date of test: 11/01/2021
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: 92 %
As Received Gradation, Percent Passing 1 in. sieve: 80 %
As Received Gradation, Percent Passing 3/4 in. sieve: 74 %
As Received Gradation, Percent Passing 1/2 in. sieve: 65 %
As Received Gradation, Percent Passing 3/8 in. sieve: 61 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 45 %
As Received Gradation, Percent Passing #16 sieve: 38 %
As Received Gradation, Percent Passing #30 sieve: 32 %
As Received Gradation, Percent Passing #50 sieve: 26 %
As Received Gradation, Percent Passing #100 sieve: 21 %
As Received Gradation, Percent Passing #200 sieve: 15.9 %
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: 92 %
As Used Gradation, Percent Passing 1/2 in. sieve: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 75 %
As Used Gradation, Percent Passing #4 sieve: 65 %
As Used Gradation, Percent Passing #8 sieve: 55 %
As Used Gradation, Percent Passing #16 sieve: 47 %
As Used Gradation, Percent Passing #30 sieve: 39 %
As Used Gradation, Percent Passing #50 sieve: 32 %
As Used Gradation, Percent Passing #100 sieve: 25 %
As Used Gradation, Percent Passing #200 sieve: 19 %
Horizontal pressure (specimen 1): 0.14 MPa
Displacement (specimen 1): 3.81
Horizontal pressure (specimen 2): 0.19 MPa
Displacement (specimen 2): 3.73
Horizontal pressure (specimen 3): 0.24 MPa
Displacement (specimen 3): 4.14
R value (specimen 1): 81.8
R value (specimen 2): 76.2
R value (specimen 3): 68.4
R value: 76
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/16/2021 ✔