Summary for Test 2023-04-05-37-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 994678 DEA: 020J7704 EFIS: 0219000158 |
|---|---|
| DIST-CO-RTE-PM | 02--299-21.6/22.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Construct turnouts in Trinity County at and near del Loma from 1.8 miles east of Big Mountain Road to 0.6 mile west of Big French Creek Road. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/09/2023) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 37 |
|---|---|---|---|
| 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 | 04/05/2023 |
| 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 | D79204 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 895802 |
| 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-TRI-299-15.4, Rt shoulder, 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: 2023-04-05-37
DIME Test ID: 2023-04-05-37-4
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: 2023-05-09
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 04/20/2023
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: 98 %
As Received Gradation, Percent Passing 1 in. sieve: 95 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 88 %
As Received Gradation, Percent Passing 3/8 in. sieve: 84 %
As Received Gradation, Percent Passing #4 sieve: 68 %
As Received Gradation, Percent Passing #8 sieve: 41 %
As Received Gradation, Percent Passing #16 sieve: 22 %
As Received Gradation, Percent Passing #30 sieve: 12 %
As Received Gradation, Percent Passing #50 sieve: 8 %
As Received Gradation, Percent Passing #100 sieve: 5 %
As Received Gradation, Percent Passing #200 sieve: 4 %
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: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 91 %
As Used Gradation, Percent Passing #4 sieve: 73 %
As Used Gradation, Percent Passing #8 sieve: 45 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 13 %
As Used Gradation, Percent Passing #50 sieve: 8 %
As Used Gradation, Percent Passing #100 sieve: 6 %
As Used Gradation, Percent Passing #200 sieve: 4 %
Horizontal pressure (specimen 1): 0.14 MPa
Displacement (specimen 1): 4.44
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 4.52
Horizontal pressure (specimen 3): 0.16 MPa
Displacement (specimen 3): 4.7
R value (specimen 1): 79.4
R value (specimen 2): 77.8
R value (specimen 3): 75.8
R value: 77
General comments (publicly viewable) (Max 1000 characters): R=77
Test was verified on 5/9/2023 ✔