Summary for Test 2013-08-30-8006587-4

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 3951
DEA: 07202114
EFIS: 0700020869
DIST-CO-RTE-PM07-LA-710-17.2/26.4
Award Date04/04/2012
Closeout Date06/16/2021
Work DescriptionPAVE ROADWAY WITH LONG LIFE PAVEMENT AND WIDEN ROADWAY AND BRIDGES
Location DescriptionLOS ANGELES COUNTY ON ROUTE 710 AT VARIOUS LOCATIONS FROM LOS ANGELES RIVER BRIDGE TO RAMONA BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 11/27/2012)

Sample Information

Sample Taken Date08/30/2013 Sample Unique Key8006587
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 testing08/30/2013
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 bySophek Last name of sampler or witnessed byChong
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameFirestone Yard 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, name of Pit or Job Site)Firestone Yard
The fabricator's/manufacturer's product name for the sampleClass 3 Aggregate Base The fabricator/manufacturer designation for the sampleNot set
The plant numberNot set A detailed description of where the material sample was collectedMedian (710 Fwy)
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2013-08-30-8006587
DIME Test ID: 2013-08-30-8006587-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2015-02-19

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 09/23/2013
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: 96 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 80 %
As Received Gradation, Percent Passing 3/8 in. sieve: 71 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 42 %
As Received Gradation, Percent Passing #16 sieve: 34 %
As Received Gradation, Percent Passing #30 sieve: 27 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 9 %
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: 77 %
As Used Gradation, Percent Passing #4 sieve: 58 %
As Used Gradation, Percent Passing #8 sieve: 46 %
As Used Gradation, Percent Passing #16 sieve: 37 %
As Used Gradation, Percent Passing #30 sieve: 29 %
As Used Gradation, Percent Passing #50 sieve: 15 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 10 %
R value: 79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/19/2015