Test 2015-10-31-2-3 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 208714
DEA: 08043514
EFIS: 0800000010
DIST-CO-RTE-PM08-SBD-58-R22.2/R31.1
Work DescriptionREALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location DescriptionHINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
Sample Information
Sample Taken Date10/31/2015 Sample Unique Key2
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 testing11/4/2015
Sample typeAcceptance A brief description of the sampleSoil
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byKennedy Last name of sampler or witnessed byEuBany
Title of samplerTester Laboratory sample identification5272B
The fabricator/manufacturer/facility nameNA Transportation Laboratory (TL) NumberC937013
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedA 1 Mainline EB east of Lenwood Rd Sta 1638 00
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2015-10-31-2
DIME Test ID: 2015-10-31-2-3
Testing Lab: CT - Southern Regional 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: 2015-11-16
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 11/11/2015
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: 100 %
As Received Gradation, Percent Passing #4 sieve: 96 %
As Received Gradation, Percent Passing #8 sieve: 81 %
As Received Gradation, Percent Passing #16 sieve: 60 %
As Received Gradation, Percent Passing #30 sieve: 39 %
As Received Gradation, Percent Passing #50 sieve: 24 %
As Received Gradation, Percent Passing #100 sieve: 15 %
As Received Gradation, Percent Passing #200 sieve: 12 %
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: 96 %
As Used Gradation, Percent Passing #8 sieve: 81 %
As Used Gradation, Percent Passing #16 sieve: 60 %
As Used Gradation, Percent Passing #30 sieve: 39 %
As Used Gradation, Percent Passing #50 sieve: 24 %
As Used Gradation, Percent Passing #100 sieve: 15 %
As Used Gradation, Percent Passing #200 sieve: 12 %
R value:60
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2015