Test 2021-02-24-23-3 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 215676
DEA: 020J6404
EFIS: 0219000145
DIST-CO-RTE-PM02-PLU-36-R13.6/R14.2
Work DescriptionA13 at Route 36 Safety
Location DescriptionIn Plumas County near Chester from 0.2 mile west of Bailey Creek Bridge to 0.3 mile east of County Road A-13.
Sample Information
Sample Taken Date2/24/2021 Sample Unique Key23
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 testing2/24/2021
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutesStructural Section Recomendation From where was the sample collectedJob Site
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySteiner
Title of sampler Laboratory sample identificationD78747
The fabricator/manufacturer/facility nameIn Situ Transportation Laboratory (TL) Number824581
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 collected02-PLU-36-13.8, Shoulder Slope, 6 to 12-inch Depth
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2021-02-24-23
DIME Test ID: 2021-02-24-23-3
Testing Lab: CT D02 - North Region Materials Lab
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: 2021-04-09
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 03/05/2021
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: 98 %
As Received Gradation, Percent Passing 1 in. sieve: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 92 %
As Received Gradation, Percent Passing 3/8 in. sieve: 90 %
As Received Gradation, Percent Passing #4 sieve: 81 %
As Received Gradation, Percent Passing #8 sieve: 71 %
As Received Gradation, Percent Passing #16 sieve: 62 %
As Received Gradation, Percent Passing #30 sieve: 53 %
As Received Gradation, Percent Passing #50 sieve: 45 %
As Received Gradation, Percent Passing #100 sieve: 36 %
As Received Gradation, Percent Passing #200 sieve: 29 %
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: 96 %
As Used Gradation, Percent Passing 3/8 in. sieve: 94 %
As Used Gradation, Percent Passing #4 sieve: 83 %
As Used Gradation, Percent Passing #8 sieve: 73 %
As Used Gradation, Percent Passing #16 sieve: 64 %
As Used Gradation, Percent Passing #30 sieve: 55 %
As Used Gradation, Percent Passing #50 sieve: 46 %
As Used Gradation, Percent Passing #100 sieve: 37 %
As Used Gradation, Percent Passing #200 sieve: 30 %
R value:73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/09/2021