Test 2016-07-22-15-4 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 210829
DEA: 07302904
EFIS: 0713000478
DIST-CO-RTE-PM07-LA-5-C43.9/C46.4
Work DescriptionREPLACE CONCRETE SLABS/PAVEMENT.
Location DescriptionIN LA, RT 5 TRUCK LANES CNTY LN ROAD OVERHEAD TO 0.2 MILE SOUTH OF WELDON CANYON OVERCROSSING
Sample Information
Sample Taken Date7/22/2016 Sample Unique Key15
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 testing8/1/2016
Sample typeAcceptance A brief description of the sampleThree quarter inch Max Class Three Aggregate Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedJob Site
First name of sampler or witnessed bySonny Last name of sampler or witnessed byNogoy
Title of samplerTE Laboratory sample identification6301B
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) NumberC 923506
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Unknown
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedRoadway
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2016-07-22-15
DIME Test ID: 2016-07-22-15-4
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: 2019-06-06
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Md Shahjahan
Date of test: 08/11/2016
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: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 75 %
As Received Gradation, Percent Passing #4 sieve: 58 %
As Received Gradation, Percent Passing #8 sieve: 46 %
As Received Gradation, Percent Passing #16 sieve: 35 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 19 %
As Received Gradation, Percent Passing #100 sieve: 12 %
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: 87 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 61 %
As Used Gradation, Percent Passing #8 sieve: 48 %
As Used Gradation, Percent Passing #16 sieve: 37 %
As Used Gradation, Percent Passing #30 sieve: 28 %
As Used Gradation, Percent Passing #50 sieve: 20 %
As Used Gradation, Percent Passing #100 sieve: 13 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/30/2019