Test 2019-05-20-22-10 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 3825
DEA: 07138204
EFIS: 0700000142
DIST-CO-RTE-PM07-LA-47,103-3.5/4.6,0.0/1.1
Work DescriptionREPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Sample Information
Sample Taken Date5/20/2019 Sample Unique Key22
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 testing5/23/2019
Sample typePer Request A brief description of the sampleNative Soil
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byAlexksey Last name of sampler or witnessed bySouglobov
Title of sampler Laboratory sample identification8597
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC 190520
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSoil The fabricator's/manufacturer's product name for the sampleUnknown
The fabricator/manufacturer designation for the sampleUnknown A detailed description of where the material sample was collectedUnknown
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-05-20-22
DIME Test ID: 2019-05-20-22-10
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: 2019-06-12
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/31/2019
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: 99 %
As Received Gradation, Percent Passing 3/4 in. sieve: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 97 %
As Received Gradation, Percent Passing 3/8 in. sieve: 97 %
As Received Gradation, Percent Passing #4 sieve: 95 %
As Received Gradation, Percent Passing #8 sieve: 93 %
As Received Gradation, Percent Passing #16 sieve: 90 %
As Received Gradation, Percent Passing #30 sieve: 86 %
As Received Gradation, Percent Passing #50 sieve: 76 %
As Received Gradation, Percent Passing #100 sieve: 59 %
As Received Gradation, Percent Passing #200 sieve: 40 %
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: 99 %
As Used Gradation, Percent Passing 3/4 in. sieve: 99 %
As Used Gradation, Percent Passing 1/2 in. sieve: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 97 %
As Used Gradation, Percent Passing #4 sieve: 95 %
As Used Gradation, Percent Passing #8 sieve: 93 %
As Used Gradation, Percent Passing #16 sieve: 90 %
As Used Gradation, Percent Passing #30 sieve: 86 %
As Used Gradation, Percent Passing #50 sieve: 76 %
As Used Gradation, Percent Passing #100 sieve: 59 %
As Used Gradation, Percent Passing #200 sieve: 40 %
R value:69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/05/2019