Summary for Test 2018-09-13-15-3
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 | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 09/13/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| 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 | 09/14/2018 |
| Sample type | Informational | A brief description of the sample | Sand, Silt Rock, Clay |
| The quantity of what the sample constitutes | not provided | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Curran |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D77644 | 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 |
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 63.90 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2018-09-13-15
DIME Test ID: 2018-09-13-15-3
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: 2020-08-18
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormic
Date of test: 09/24/2018
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: 98 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 98 %
As Received Gradation, Percent Passing 1 in. sieve: 98 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 96 %
As Received Gradation, Percent Passing 3/8 in. sieve: 94 %
As Received Gradation, Percent Passing #4 sieve: 72 %
As Received Gradation, Percent Passing #8 sieve: 57 %
As Received Gradation, Percent Passing #16 sieve: 46 %
As Received Gradation, Percent Passing #30 sieve: 34 %
As Received Gradation, Percent Passing #50 sieve: 23 %
As Received Gradation, Percent Passing #100 sieve: 14 %
As Received Gradation, Percent Passing #200 sieve: 8.8 %
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: 98 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 98 %
As Used Gradation, Percent Passing 1 in. sieve: 98 %
As Used Gradation, Percent Passing 3/4 in. sieve: 98 %
As Used Gradation, Percent Passing 1/2 in. sieve: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 94 %
As Used Gradation, Percent Passing #4 sieve: 72 %
As Used Gradation, Percent Passing #8 sieve: 57 %
As Used Gradation, Percent Passing #16 sieve: 46 %
As Used Gradation, Percent Passing #30 sieve: 34 %
As Used Gradation, Percent Passing #50 sieve: 23 %
As Used Gradation, Percent Passing #100 sieve: 14 %
As Used Gradation, Percent Passing #200 sieve: 9 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/18/2020 ✔