Summary for Test 2020-06-08-35-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 215038 DEA: 051J7804 EFIS: 0518000052 |
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DIST-CO-RTE-PM | 05-SLO-101-61.88/61.88 |
Award Date | 05/15/2020 |
Closeout Date | Not set |
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 | 35 |
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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 | 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 |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | PM 61.9 3 to 5 foot deep |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-06-08-35
DIME Test ID: 2020-06-08-35-3
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: 99 %
As Received Gradation, Percent Passing #4 sieve: 98 %
As Received Gradation, Percent Passing #8 sieve: 96 %
As Received Gradation, Percent Passing #16 sieve: 91 %
As Received Gradation, Percent Passing #30 sieve: 83 %
As Received Gradation, Percent Passing #50 sieve: 71 %
As Received Gradation, Percent Passing #100 sieve: 47 %
As Received Gradation, Percent Passing #200 sieve: 44.8 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 99 %
As Used Gradation, Percent Passing #4 sieve: 98 %
As Used Gradation, Percent Passing #8 sieve: 96 %
As Used Gradation, Percent Passing #16 sieve: 91 %
As Used Gradation, Percent Passing #30 sieve: 83 %
As Used Gradation, Percent Passing #50 sieve: 71 %
As Used Gradation, Percent Passing #100 sieve: 57 %
As Used Gradation, Percent Passing #200 sieve: 44.8 %
R value: 62
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/30/2020 ✔