Summary for Test 2020-06-08-34-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215038 DEA: 051J7804 EFIS: 0518000052 |
|---|---|
| DIST-CO-RTE-PM | 05-SLO-101-61.88/61.88 |
| Award Date | 10/22/2024 |
| Closeout Date | 07/02/2026 |
| Work Description | SAFETY IMPROVEMENTS |
| Location Description | WELLSONA SAFETY IMPROVEMENTS, SLO 101 |
| QA Service Level | 1 (Verified on 09/03/2020) |
Sample Information
| Sample Taken Date | 06/08/2020 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/09/2020 | Sample type | Informational |
| A brief description of the sample | Native Soil | The quantity of what the sample constitutes | Site Conditions |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Jacob |
| Last name of sampler or witnessed by | Berven | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Planet Earth | |
| 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 | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | PM 61.7 3 to 5 foot deep |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2020-06-08-34
DIME Test ID: 2020-06-08-34-3
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-06-30
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 06/19/2020
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: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 99 %
As Received Gradation, Percent Passing #16 sieve: 99 %
As Received Gradation, Percent Passing #30 sieve: 97 %
As Received Gradation, Percent Passing #50 sieve: 94 %
As Received Gradation, Percent Passing #100 sieve: 83 %
As Received Gradation, Percent Passing #200 sieve: 59 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 99 %
As Used Gradation, Percent Passing #16 sieve: 99 %
As Used Gradation, Percent Passing #30 sieve: 97 %
As Used Gradation, Percent Passing #50 sieve: 94 %
As Used Gradation, Percent Passing #100 sieve: 83 %
As Used Gradation, Percent Passing #200 sieve: 59 %
R value: 11
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2020 ✔