Test 2015-01-20-5-4 (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 Date1/20/2015 Sample Unique Key5
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 testing1/21/2015
Sample typeAcceptance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes2 bags From where was the sample collectedJob Site
First name of sampler or witnessed byJose Last name of sampler or witnessed byBurbano
Title of samplerAssistant RE Laboratory sample identification5014B
The fabricator/manufacturer/facility nameWindrows placed on route 5 SB section Sta 89 50 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)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 collectedWindrows placed on route 5 SB section Sta 89 50
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: 2015-01-20-5
DIME Test ID: 2015-01-20-5-4
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: 2015-02-23
Test Results

How will the R value be determined?: By expansion pressure
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 01/28/2015
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: 97 %
As Received Gradation, Percent Passing 1/2 in. sieve: 78 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 49 %
As Received Gradation, Percent Passing #8 sieve: 36 %
As Received Gradation, Percent Passing #16 sieve: 28 %
As Received Gradation, Percent Passing #30 sieve: 21 %
As Received Gradation, Percent Passing #50 sieve: 15 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 7 %
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: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 70 %
As Used Gradation, Percent Passing #4 sieve: 51 %
As Used Gradation, Percent Passing #8 sieve: 38 %
As Used Gradation, Percent Passing #16 sieve: 29 %
As Used Gradation, Percent Passing #30 sieve: 22 %
As Used Gradation, Percent Passing #50 sieve: 15 %
As Used Gradation, Percent Passing #100 sieve: 11 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 02/23/2015