Summary for Test 2019-05-24-29-6

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award DateNot set
Closeout DateNot set
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date05/24/2019 Sample Unique Key29
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 testing05/24/2019
Sample typePer Request A brief description of the sampleNative Material
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 Telephone number of sampler
Laboratory sample identification8598 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) NumberC936653-1
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 collectedSR-101 SB, PM 37.7
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-05-24-29
DIME Test ID: 2019-05-24-29-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 301-March 2000: Method 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: 06/03/2019
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: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 100 %
As Received Gradation, Percent Passing 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 3/8 in. sieve: 100 %
As Received Gradation, Percent Passing #4 sieve: 100 %
As Received Gradation, Percent Passing #8 sieve: 100 %
As Received Gradation, Percent Passing #16 sieve: 99 %
As Received Gradation, Percent Passing #30 sieve: 98 %
As Received Gradation, Percent Passing #50 sieve: 93 %
As Received Gradation, Percent Passing #100 sieve: 79 %
As Received Gradation, Percent Passing #200 sieve: 65 %
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: 100 %
As Used Gradation, Percent Passing 3/8 in. sieve: 100 %
As Used Gradation, Percent Passing #4 sieve: 100 %
As Used Gradation, Percent Passing #8 sieve: 100 %
As Used Gradation, Percent Passing #16 sieve: 99 %
As Used Gradation, Percent Passing #30 sieve: 98 %
As Used Gradation, Percent Passing #50 sieve: 93 %
As Used Gradation, Percent Passing #100 sieve: 79 %
As Used Gradation, Percent Passing #200 sieve: 65 %
R value: 11
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2019