Test 2014-02-05-7307672-3 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 3958
DEA: 07215914
EFIS: 0700001831
DIST-CO-RTE-PM07-LA-5-1.2/2.1
Work DescriptionWIDEN AND REALIGN FREEWAY AND RECONSTRUCT OVERCROSSING STRUCTURE.
Location DescriptionLOS ANGELES COUNTY IN SANTA FE SPRINGS FROM 0.3 MILE SOUTH OF NORTH FORK COYOTE CREEK BRIDGE TO 0.3 MILE NORTH OF MARQUARDT AVENUE AND AT NORWALK HUB AND LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Sample Information
Sample Taken Date2/5/2014 Sample Unique Key7307672
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 testing2/5/2014
Sample typeAcceptance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes2 Bags From where was the sample collectedOther
First name of sampler or witnessed byJose Last name of sampler or witnessed byBurbano
Title of samplerARE Laboratory sample identification4059B
The fabricator/manufacturer/facility nameDR 1 line Sta 84 00 to 86 00 Transportation Laboratory (TL) NumberUnknown
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)Robertsons Anaheim
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 collectedDR 1 line Sta 84 to 86
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size
The concrete mix design number Lot numberNot set
Sublot numberNot set HMA Design ID
Test Details
DIME Sample ID: 2014-02-05-7307672
DIME Test ID: 2014-02-05-7307672-3
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: 2015-02-20
Test Results

How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 02/20/2014
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:82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/20/2015