Summary for Test 2023-05-23-82-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 994932 DEA: 020J7104 EFIS: 0219000152 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-57.5/59 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | SHOPP - SAFETY IMPROVEMENTS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 05/23/2023 | Sample Unique Key | 82 |
|---|---|---|---|
| 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 | 05/23/2023 |
| Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
| The quantity of what the sample constitutes | Structural Section Recommendation | 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 | D79246 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 847464 |
| 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-SHA-299-58.5, Rt shoulder slope, 0.5-1.5 feet | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-23-82
DIME Test ID: 2023-05-23-82-4
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: 2023-06-30
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey and Josh Murphy
Date of test: 06/14/2023
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: 80 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 80 %
As Received Gradation, Percent Passing 1 in. sieve: 74 %
As Received Gradation, Percent Passing 3/4 in. sieve: 72 %
As Received Gradation, Percent Passing 1/2 in. sieve: 69 %
As Received Gradation, Percent Passing 3/8 in. sieve: 66 %
As Received Gradation, Percent Passing #4 sieve: 61 %
As Received Gradation, Percent Passing #8 sieve: 57 %
As Received Gradation, Percent Passing #16 sieve: 54 %
As Received Gradation, Percent Passing #30 sieve: 50 %
As Received Gradation, Percent Passing #50 sieve: 45 %
As Received Gradation, Percent Passing #100 sieve: 40 %
As Received Gradation, Percent Passing #200 sieve: 35 %
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: 97 %
As Used Gradation, Percent Passing 1/2 in. sieve: 93 %
As Used Gradation, Percent Passing 3/8 in. sieve: 89 %
As Used Gradation, Percent Passing #4 sieve: 81 %
As Used Gradation, Percent Passing #8 sieve: 77 %
As Used Gradation, Percent Passing #16 sieve: 72 %
As Used Gradation, Percent Passing #30 sieve: 67 %
As Used Gradation, Percent Passing #50 sieve: 60 %
As Used Gradation, Percent Passing #100 sieve: 53 %
As Used Gradation, Percent Passing #200 sieve: 47 %
Horizontal pressure (specimen 1): 0.46 MPa
Displacement (specimen 1): 3.51
Horizontal pressure (specimen 2): 0.37 MPa
Displacement (specimen 2): 3.61
Horizontal pressure (specimen 3): 0.39 MPa
Displacement (specimen 3): 4.2
R value (specimen 1): 49.8
R value (specimen 2): 57.7
R value (specimen 3): 52
R value: 53
General comments (publicly viewable) (Max 1000 characters): R=53
Test was verified on 6/30/2023 ✔