Summary for Test 2024-10-29-51-2
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000792 DEA: 022J8704 EFIS: 0221000143 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-299-13.55/14.58 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Deck Replacement |
| Location Description | In Shasta County near Shasta from 0.4 mile west of Whiskey Creek road to 0.1 mile east of lake vista overlook. |
| QA Service Level | 1 (Verified on 01/08/2025) |
Sample Information
| Sample Taken Date | 10/29/2024 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 10/29/2024 |
| Sample type | Preliminary | A brief description of the sample | Sand, Silt, Rock and Soil |
| The quantity of what the sample constitutes | 2 Bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | ADME | Telephone number of sampler | |
| Laboratory sample identification | D79765 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 00000 |
| 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 | RT Shoulder slope SHA 299 PM 13.85 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-10-29-51
DIME Test ID: 2024-10-29-51-2
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: 2024-11-13
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 11/07/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: 100 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 86 %
As Received Gradation, Percent Passing 1 in. sieve: 86 %
As Received Gradation, Percent Passing 3/4 in. sieve: 80 %
As Received Gradation, Percent Passing 1/2 in. sieve: 71 %
As Received Gradation, Percent Passing 3/8 in. sieve: 66 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 43 %
As Received Gradation, Percent Passing #16 sieve: 34 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 22 %
As Received Gradation, Percent Passing #100 sieve: 17 %
As Received Gradation, Percent Passing #200 sieve: 13 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 82 %
As Used Gradation, Percent Passing #4 sieve: 66 %
As Used Gradation, Percent Passing #8 sieve: 53 %
As Used Gradation, Percent Passing #16 sieve: 43 %
As Used Gradation, Percent Passing #30 sieve: 34 %
As Used Gradation, Percent Passing #50 sieve: 27 %
As Used Gradation, Percent Passing #100 sieve: 21 %
As Used Gradation, Percent Passing #200 sieve: 16 %
Horizontal pressure (specimen 1): 0.15 MPa
Displacement (specimen 1): 4.19
Horizontal pressure (specimen 2): 0.39 MPa
Displacement (specimen 2): 4.4
Horizontal pressure (specimen 3): 0.65 MPa
Displacement (specimen 3): 4.32
R value (specimen 1): 79.1
R value (specimen 2): 50.8
R value (specimen 3): 28.6
R value: 50
General comments (publicly viewable) (Max 1000 characters): R=50
Test was verified on 11/13/2024 ✔