Summary for Test 2017-09-27-20-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.4/R78.4 |
| Award Date | Not set |
| Closeout Date | 10/03/2025 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/27/2017 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2017 | Sample type | Informational |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | not provided |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Dennis |
| Last name of sampler or witnessed by | Hickey | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D77184 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Not applicable | |
| Transportation Laboratory (TL) Number | 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 | Plu 70 PM 66.00 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2017-09-27-20
DIME Test ID: 2017-09-27-20-3
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: 2020-08-06
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Cruz
Date of test: 10/05/2017
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: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 87 %
As Received Gradation, Percent Passing 3/8 in. sieve: 80 %
As Received Gradation, Percent Passing #4 sieve: 63 %
As Received Gradation, Percent Passing #8 sieve: 52 %
As Received Gradation, Percent Passing #16 sieve: 42 %
As Received Gradation, Percent Passing #30 sieve: 32 %
As Received Gradation, Percent Passing #50 sieve: 22 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 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: 64 %
As Used Gradation, Percent Passing #8 sieve: 53 %
As Used Gradation, Percent Passing #16 sieve: 43 %
As Used Gradation, Percent Passing #30 sieve: 33 %
As Used Gradation, Percent Passing #50 sieve: 22 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/6/2020 ✔