Test 2020-06-16-53-1 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 215240
DEA: 021H6804
EFIS: 0216000010
DIST-CO-RTE-PM02-TEH-5-39/41.9
Work DescriptionSB Cottonwood Scales
Location DescriptionNot set
Sample Information
Sample Taken Date6/16/2020 Sample Unique Key53
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 testing6/16/2020
Sample typeInformational A brief description of the sampleSand, silt, Rock, Rap
The quantity of what the sample constitutesnot provided From where was the sample collectedJob Site
First name of sampler or witnessed byB Last name of sampler or witnessed bySteiner
Title of sampler Laboratory sample identificationD78484
The fabricator/manufacturer/facility nameNot Provided Transportation Laboratory (TL) Number824579
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Not Applicable
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedSB Cottonwood Truck Scales near fence line
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-06-16-53
DIME Test ID: 2020-06-16-53-1
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: 2020-10-19
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Terry McCormick
Date of test: 06/24/2020
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: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 84 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 68 %
As Received Gradation, Percent Passing #8 sieve: 61 %
As Received Gradation, Percent Passing #16 sieve: 54 %
As Received Gradation, Percent Passing #30 sieve: 49 %
As Received Gradation, Percent Passing #50 sieve: 43 %
As Received Gradation, Percent Passing #100 sieve: 38 %
As Received Gradation, Percent Passing #200 sieve: 33 %
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: 91 %
As Used Gradation, Percent Passing 3/8 in. sieve: 85 %
As Used Gradation, Percent Passing #4 sieve: 74 %
As Used Gradation, Percent Passing #8 sieve: 66 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 53 %
As Used Gradation, Percent Passing #50 sieve: 47 %
As Used Gradation, Percent Passing #100 sieve: 41 %
As Used Gradation, Percent Passing #200 sieve: 36 %
R value:36
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/19/2020