Test 2018-09-13-16-3 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 212779
DEA: 021H5804
EFIS: 0216000024
DIST-CO-RTE-PM02-PLU-70-58.4/R78.4
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date9/13/2018 Sample Unique Key16
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 testing9/14/2018
Sample typeInformational A brief description of the sampleSand, Silt, Rock, DG
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of sampler Laboratory sample identificationD77637
The fabricator/manufacturer/facility nameNot applicable 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 collectedPlu 70 PM 70.10
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2018-09-13-16
DIME Test ID: 2018-09-13-16-3
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: 2020-08-18
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: DH
Date of test: 09/17/2018
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: 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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 99 %
As Received Gradation, Percent Passing 3/8 in. sieve: 99 %
As Received Gradation, Percent Passing #4 sieve: 97 %
As Received Gradation, Percent Passing #8 sieve: 86 %
As Received Gradation, Percent Passing #16 sieve: 65 %
As Received Gradation, Percent Passing #30 sieve: 47 %
As Received Gradation, Percent Passing #50 sieve: 34 %
As Received Gradation, Percent Passing #100 sieve: 22 %
As Received Gradation, Percent Passing #200 sieve: 12.7 %
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: 98 %
As Used Gradation, Percent Passing #8 sieve: 87 %
As Used Gradation, Percent Passing #16 sieve: 66 %
As Used Gradation, Percent Passing #30 sieve: 47 %
As Used Gradation, Percent Passing #50 sieve: 34 %
As Used Gradation, Percent Passing #100 sieve: 22 %
As Used Gradation, Percent Passing #200 sieve: 13 %
R value:73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/18/2020