Summary for Test 2023-04-05-36-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 994666 DEA: 020J5304 EFIS: 0219000133 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-8.3/15 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Pavement Preservation in Trinity Co. near Burnt Ranch from 0.5 mile East of Gray Creek Road to 1.0 mile East of Trinity River Bridge #05-0006. |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
| Sample Taken Date | 04/05/2023 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | D79203 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | In Situ | |
| Transportation Laboratory (TL) Number | 895801 | 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-299-11.53, 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: 2023-04-05-36
DIME Test ID: 2023-04-05-36-4
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: 99 %
As Received Gradation, Percent Passing 1 in. sieve: 94 %
As Received Gradation, Percent Passing 3/4 in. sieve: 91 %
As Received Gradation, Percent Passing 1/2 in. sieve: 85 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 70 %
As Received Gradation, Percent Passing #8 sieve: 60 %
As Received Gradation, Percent Passing #16 sieve: 51 %
As Received Gradation, Percent Passing #30 sieve: 43 %
As Received Gradation, Percent Passing #50 sieve: 33 %
As Received Gradation, Percent Passing #100 sieve: 24 %
As Received Gradation, Percent Passing #200 sieve: 18 %
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: 93 %
As Used Gradation, Percent Passing 3/8 in. sieve: 88 %
As Used Gradation, Percent Passing #4 sieve: 75 %
As Used Gradation, Percent Passing #8 sieve: 64 %
As Used Gradation, Percent Passing #16 sieve: 55 %
As Used Gradation, Percent Passing #30 sieve: 46 %
As Used Gradation, Percent Passing #50 sieve: 36 %
As Used Gradation, Percent Passing #100 sieve: 26 %
As Used Gradation, Percent Passing #200 sieve: 19 %
Horizontal pressure (specimen 1): 0.22 MPa
Displacement (specimen 1): 3.52
Horizontal pressure (specimen 2): 0.48 MPa
Displacement (specimen 2): 3.29
Horizontal pressure (specimen 3): 0.72 MPa
Displacement (specimen 3): 3.58
R value (specimen 1): 74
R value (specimen 2): 49.5
R value (specimen 3): 26.9
R value: 34
General comments (publicly viewable) (Max 1000 characters): R=34
Test was verified on 5/9/2023 ✔