Summary for Test 2019-06-19-20-6

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 213746
DEA: 080Q75U4
EFIS: 0817000114
DIST-CO-RTE-PM08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2
Award Date04/18/2019
Closeout Date06/28/2022
Work DescriptionREPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS
Location DescriptionNot set
QA Service Level1 (Verified on 06/17/2019)

Sample Information

Sample Taken Date06/19/2019 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 testing06/20/2019
Sample typePer Request A brief description of the sampleSoil Sample Native Selected
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byJose Last name of sampler or witnessed byGuzman
Title of samplerMREA Telephone number of sampler(909) 829-6292
Laboratory sample identification8619 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCaltrans Transportation Laboratory (TL) Number8619
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 collectedA-19-005
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-06-19-20
DIME Test ID: 2019-06-19-20-6
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: 2019-07-03

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Tess Perez/Mike Magana
Date of test: 06/27/2019
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: 98 %
As Received Gradation, Percent Passing 3/8 in. sieve: 97 %
As Received Gradation, Percent Passing #4 sieve: 93 %
As Received Gradation, Percent Passing #8 sieve: 81 %
As Received Gradation, Percent Passing #16 sieve: 66 %
As Received Gradation, Percent Passing #30 sieve: 47 %
As Received Gradation, Percent Passing #50 sieve: 28 %
As Received Gradation, Percent Passing #100 sieve: 16 %
As Received Gradation, Percent Passing #200 sieve: 10 %
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: 98 %
As Used Gradation, Percent Passing 3/8 in. sieve: 97 %
As Used Gradation, Percent Passing #4 sieve: 93 %
As Used Gradation, Percent Passing #8 sieve: 81 %
As Used Gradation, Percent Passing #16 sieve: 66 %
As Used Gradation, Percent Passing #30 sieve: 47 %
As Used Gradation, Percent Passing #50 sieve: 28 %
As Used Gradation, Percent Passing #100 sieve: 16 %
As Used Gradation, Percent Passing #200 sieve: 10 %
R value:62
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2019