Test 2020-07-21-30-3 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 215038
DEA: 051J7804
EFIS: 0518000052
DIST-CO-RTE-PM05--101-61.88/61.88
Work DescriptionSafety Improvements
Location DescriptionWellsona Safety Improvements, SLO 101
Sample Information
Sample Taken Date7/21/2020 Sample Unique Key30
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 testing7/21/2020
Sample typePreliminary A brief description of the sampleBags of Soil
The quantity of what the sample constitutesSite Conditions From where was the sample collectedJob Site
First name of sampler or witnessed byJacob Last name of sampler or witnessed byBerven
Title of sampler Laboratory sample identificationD5 20-D-031
The fabricator/manufacturer/facility nameNature Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSoil 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 collectedPM 61.7 30 feet east NB EP
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2020-07-21-30
DIME Test ID: 2020-07-21-30-3
Testing Lab: CT D05 - Field Laboratory
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2020-08-12
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 07/29/2020
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: 99 %
As Received Gradation, Percent Passing 3/4 in. sieve: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 94 %
As Received Gradation, Percent Passing 3/8 in. sieve: 92 %
As Received Gradation, Percent Passing #4 sieve: 86 %
As Received Gradation, Percent Passing #8 sieve: 78 %
As Received Gradation, Percent Passing #16 sieve: 65 %
As Received Gradation, Percent Passing #30 sieve: 51 %
As Received Gradation, Percent Passing #50 sieve: 42 %
As Received Gradation, Percent Passing #100 sieve: 33 %
As Received Gradation, Percent Passing #200 sieve: 23 %
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 95 %
As Used Gradation, Percent Passing #4 sieve: 89 %
As Used Gradation, Percent Passing #8 sieve: 81 %
As Used Gradation, Percent Passing #16 sieve: 67 %
As Used Gradation, Percent Passing #30 sieve: 53 %
As Used Gradation, Percent Passing #50 sieve: 43 %
As Used Gradation, Percent Passing #100 sieve: 34 %
As Used Gradation, Percent Passing #200 sieve: 24 %
R value:20
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/12/2020