Test 2019-06-27-20-11 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 214339
DEA: 081G0004
EFIS: 0815000107
DIST-CO-RTE-PM08-RIV-95-14.5/35.6
Work DescriptionCONSTRUCT CONCRETE/RSP APRONS
Location DescriptionRIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE
Sample Information
Sample Taken Date6/27/2019 Sample Unique Key20
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 testing6/28/2019
Sample typePreliminary A brief description of the sampleSoil obtained from depth of 5'
The quantity of what the sample constitutes1 bag From where was the sample collectedJob Site
First name of sampler or witnessed byJose Last name of sampler or witnessed byGuzman
Title of samplerMREA Laboratory sample identification8626
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number8626
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 collectedRte 95, PM 14.50, Outside shoulder
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-06-27-20
DIME Test ID: 2019-06-27-20-11
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: 2019-09-12
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 07/03/2019
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: 99 %
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: 84 %
As Received Gradation, Percent Passing 3/8 in. sieve: 79 %
As Received Gradation, Percent Passing #4 sieve: 67 %
As Received Gradation, Percent Passing #8 sieve: 57 %
As Received Gradation, Percent Passing #16 sieve: 44 %
As Received Gradation, Percent Passing #30 sieve: 31 %
As Received Gradation, Percent Passing #50 sieve: 19 %
As Received Gradation, Percent Passing #100 sieve: 11 %
As Received Gradation, Percent Passing #200 sieve: 8 %
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: 99 %
As Used Gradation, Percent Passing 1 in. sieve: 96 %
As Used Gradation, Percent Passing 3/4 in. sieve: 92 %
As Used Gradation, Percent Passing 1/2 in. sieve: 84 %
As Used Gradation, Percent Passing 3/8 in. sieve: 79 %
As Used Gradation, Percent Passing #4 sieve: 67 %
As Used Gradation, Percent Passing #8 sieve: 57 %
As Used Gradation, Percent Passing #16 sieve: 44 %
As Used Gradation, Percent Passing #30 sieve: 31 %
As Used Gradation, Percent Passing #50 sieve: 19 %
As Used Gradation, Percent Passing #100 sieve: 11 %
As Used Gradation, Percent Passing #200 sieve: 8 %
R value:70
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/12/2019