Test 2019-09-17-28-4 (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 Key28
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 identification8718
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC664533
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 Rosemead Ave
Where the material sample would have been placed if not sampledUnknown
Test Details
DIME Sample ID: 2019-09-17-28
DIME Test ID: 2019-09-17-28-4
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: 09/25/2019
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 88 %
As Received Gradation, Percent Passing 3/8 in. sieve: 81 %
As Received Gradation, Percent Passing #4 sieve: 67 %
As Received Gradation, Percent Passing #8 sieve: 53 %
As Received Gradation, Percent Passing #16 sieve: 43 %
As Received Gradation, Percent Passing #30 sieve: 35 %
As Received Gradation, Percent Passing #50 sieve: 26 %
As Received Gradation, Percent Passing #100 sieve: 17 %
As Received Gradation, Percent Passing #200 sieve: 11 %
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: 99 %
As Used Gradation, Percent Passing 1/2 in. sieve: 88 %
As Used Gradation, Percent Passing 3/8 in. sieve: 81 %
As Used Gradation, Percent Passing #4 sieve: 67 %
As Used Gradation, Percent Passing #8 sieve: 53 %
As Used Gradation, Percent Passing #16 sieve: 43 %
As Used Gradation, Percent Passing #30 sieve: 35 %
As Used Gradation, Percent Passing #50 sieve: 26 %
As Used Gradation, Percent Passing #100 sieve: 17 %
As Used Gradation, Percent Passing #200 sieve: 11 %
R value:77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/15/2019