Test 2017-09-27-20-3 (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 Date9/27/2017 Sample Unique Key20
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 testing9/29/2017
Sample typeInformational A brief description of the sampleNative Soil
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byDennis Last name of sampler or witnessed byHickey
Title of sampler Laboratory sample identificationD77184
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 66.00
Where the material sample would have been placed if not sampled
Test Details
DIME Sample ID: 2017-09-27-20
DIME Test ID: 2017-09-27-20-3
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: 2020-08-06
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Cruz
Date of test: 10/05/2017
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 87 %
As Received Gradation, Percent Passing 3/8 in. sieve: 80 %
As Received Gradation, Percent Passing #4 sieve: 63 %
As Received Gradation, Percent Passing #8 sieve: 52 %
As Received Gradation, Percent Passing #16 sieve: 42 %
As Received Gradation, Percent Passing #30 sieve: 32 %
As Received Gradation, Percent Passing #50 sieve: 22 %
As Received Gradation, Percent Passing #100 sieve: 13 %
As Received Gradation, Percent Passing #200 sieve: 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: 89 %
As Used Gradation, Percent Passing 3/8 in. sieve: 82 %
As Used Gradation, Percent Passing #4 sieve: 64 %
As Used Gradation, Percent Passing #8 sieve: 53 %
As Used Gradation, Percent Passing #16 sieve: 43 %
As Used Gradation, Percent Passing #30 sieve: 33 %
As Used Gradation, Percent Passing #50 sieve: 22 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/06/2020