Test 2014-02-14-8003667-4 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 3959
DEA: 072159C4
EFIS: 0700000339
DIST-CO-RTE-PM07-LA-5-001.8/003.0
Work DescriptionCARMENITA INTERCHANGE IMPROVEMENT
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS AND NORWALK FROM ALONDRA BOULEVARD OVERCROSSING TO SHOEMAKER AVENUE OVERCROSSING
Sample Information
Sample Taken Date2/14/2014 Sample Unique Key8003667
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 testing2/14/2014
Sample typeAcceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedSource
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerNot set Laboratory sample identification4067B
The fabricator/manufacturer/facility nameWindrow at Sta. 43 00 A1 line to 45 00. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Job Site.
The fabricator's/manufacturer's product name for the sampleNot set The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedWindrow at Sta. 43 00 A1 to 45 00.
Where the material sample would have been placed if not sampledNot set Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-02-14-8003667
DIME Test ID: 2014-02-14-8003667-4
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: 2015-02-20
Test Results

How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 02/23/2014
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: no data
As Received Gradation, Percent Passing 3/4 in. sieve: no data
As Received Gradation, Percent Passing 1/2 in. sieve: no data
As Received Gradation, Percent Passing 3/8 in. sieve: no data
As Received Gradation, Percent Passing #4 sieve: no data
As Received Gradation, Percent Passing #8 sieve: no data
As Received Gradation, Percent Passing #16 sieve: no data
As Received Gradation, Percent Passing #30 sieve: no data
As Received Gradation, Percent Passing #50 sieve: no data
As Received Gradation, Percent Passing #100 sieve: no data
As Received Gradation, Percent Passing #200 sieve: no data
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
As Used Gradation, Percent Passing 1 in. sieve: no data
As Used Gradation, Percent Passing 3/4 in. sieve: no data
As Used Gradation, Percent Passing 1/2 in. sieve: no data
As Used Gradation, Percent Passing 3/8 in. sieve: no data
As Used Gradation, Percent Passing #4 sieve: no data
As Used Gradation, Percent Passing #8 sieve: no data
As Used Gradation, Percent Passing #16 sieve: no data
As Used Gradation, Percent Passing #30 sieve: no data
As Used Gradation, Percent Passing #50 sieve: no data
As Used Gradation, Percent Passing #100 sieve: no data
As Used Gradation, Percent Passing #200 sieve: no data
R value:79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015