DIME » All Projects » Project DEA: 081G2914 » Sample 2019-05-02-20 » View Test Details

Summary for Test 2019-05-02-20-9

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214340
DEA: 081G2914
EFIS: 0818000114
DIST-CO-RTE-PM08-SBD-10-27.9
Award Date05/22/2020
Closeout Date11/01/2021
Work DescriptionWIDEN EB OFF RAMP
Location DescriptionSAN BERNARDINO COUNTY IN REDLANDS AT CALIFORNIA STREET EASTBOUND EXIT RAMP
QA Service Level1 (Verified on 07/16/2020)

Sample Information

Sample Taken Date05/02/2019 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing05/02/2019 Sample typePer Request
A brief description of the sampleNative Material 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 sampler909-829-6292 Laboratory sample identification8582
Linked DIME Sample ID The fabricator/manufacturer/facility nameCaltrans
Transportation Laboratory (TL) NumberC-8583 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

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 collectedI-10 EB, PM 28.0, A-18-002
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-05-02-20
DIME Test ID: 2019-05-02-20-9
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: 2019-09-05

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Mike Magana
Date of test: 05/17/2019
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: 95 %
As Received Gradation, Percent Passing 3/4 in. sieve: 92 %
As Received Gradation, Percent Passing 1/2 in. sieve: 87 %
As Received Gradation, Percent Passing 3/8 in. sieve: 84 %
As Received Gradation, Percent Passing #4 sieve: 79 %
As Received Gradation, Percent Passing #8 sieve: 75 %
As Received Gradation, Percent Passing #16 sieve: 70 %
As Received Gradation, Percent Passing #30 sieve: 60 %
As Received Gradation, Percent Passing #50 sieve: 45 %
As Received Gradation, Percent Passing #100 sieve: 27 %
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: 100 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 99 %
As Used Gradation, Percent Passing 1 in. sieve: 95 %
As Used Gradation, Percent Passing 3/4 in. sieve: 92 %
As Used Gradation, Percent Passing 1/2 in. sieve: 87 %
As Used Gradation, Percent Passing 3/8 in. sieve: 84 %
As Used Gradation, Percent Passing #4 sieve: 79 %
As Used Gradation, Percent Passing #8 sieve: 75 %
As Used Gradation, Percent Passing #16 sieve: 70 %
As Used Gradation, Percent Passing #30 sieve: 60 %
As Used Gradation, Percent Passing #50 sieve: 45 %
As Used Gradation, Percent Passing #100 sieve: 27 %
As Used Gradation, Percent Passing #200 sieve: 14 %
R value: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2019 ✔