Test 2019-09-17-25-4 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 214029
DEA: 07301104
EFIS: 0714000009
DIST-CO-RTE-PM07-LA-60,710-710-R2.8/11.8, 24.1/25.1
Work DescriptionRoadway ex, place jointed plain concrete pavement & concrete barrieres
Location DescriptionIn Los Angeles County at avocado Heights on Route 60 from 0.5 Mile west of Route 60/710 Separation to Route 60/605 Separation AND on Route 710 from 0.5 miles south of Route 710/60 Separation to 0.5 mile north of Route 710/60 Separation.
Sample Information
Sample Taken Date9/17/2019 Sample Unique Key25
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 testing9/19/2019
Sample typePer Request A brief description of the sampleNative Soil
The quantity of what the sample constitutes 2 bags From where was the sample collectedJob Site
First name of sampler or witnessed bySonny Last name of sampler or witnessed byNogoy
Title of samplerTE Laboratory sample identification8715
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC664537
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 collectedWB Rte 60 Right Shoulder
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-09-17-25
DIME Test ID: 2019-09-17-25-4
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: 2019-10-15
Test Results

How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez
Date of test: 09/24/2019
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: 99 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 99 %
As Received Gradation, Percent Passing 1 in. sieve: 97 %
As Received Gradation, Percent Passing 3/4 in. sieve: 95 %
As Received Gradation, Percent Passing 1/2 in. sieve: 88 %
As Received Gradation, Percent Passing 3/8 in. sieve: 84 %
As Received Gradation, Percent Passing #4 sieve: 76 %
As Received Gradation, Percent Passing #8 sieve: 71 %
As Received Gradation, Percent Passing #16 sieve: 65 %
As Received Gradation, Percent Passing #30 sieve: 60 %
As Received Gradation, Percent Passing #50 sieve: 52 %
As Received Gradation, Percent Passing #100 sieve: 40 %
As Received Gradation, Percent Passing #200 sieve: 14 %
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: 99 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 99 %
As Used Gradation, Percent Passing 1 in. sieve: 97 %
As Used Gradation, Percent Passing 3/4 in. sieve: 95 %
As Used Gradation, Percent Passing 1/2 in. sieve: 88 %
As Used Gradation, Percent Passing 3/8 in. sieve: 84 %
As Used Gradation, Percent Passing #4 sieve: 76 %
As Used Gradation, Percent Passing #8 sieve: 71 %
As Used Gradation, Percent Passing #16 sieve: 65 %
As Used Gradation, Percent Passing #30 sieve: 60 %
As Used Gradation, Percent Passing #50 sieve: 52 %
As Used Gradation, Percent Passing #100 sieve: 40 %
As Used Gradation, Percent Passing #200 sieve: 14 %
R value:26
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019