Summary for Test 2019-10-22-20-3

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 214663
DEA: 081F7304
EFIS: 0815000034
DIST-CO-RTE-PM08-SBD-215-2.7
Award DateNot set
Closeout DateNot set
Work DescriptionREPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location DescriptionSAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date10/22/2019 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 testing10/22/2019
Sample typePreliminary A brief description of the sample5' NATIVE SOIL
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 identification8769 Linked DIME Sample ID2019-10-22-20
The fabricator/manufacturer/facility nameNative soil Transportation Laboratory (TL) NumberSB 215
Inspector Lot Number from the Transportation Laboratory (TL) FormA-19-002 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 collectedJobsite
Where the material sample would have been placed if not sampledUnknown

Test Details

DIME Sample ID: 2019-10-22-20
DIME Test ID: 2019-10-22-20-3
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: 2020-03-10

Test Results


How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: KIET PHAN
Date of test: 11/01/2019
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: 99 %
As Received Gradation, Percent Passing #4 sieve: 97 %
As Received Gradation, Percent Passing #8 sieve: 91 %
As Received Gradation, Percent Passing #16 sieve: 81 %
As Received Gradation, Percent Passing #30 sieve: 69 %
As Received Gradation, Percent Passing #50 sieve: 55 %
As Received Gradation, Percent Passing #100 sieve: 41 %
As Received Gradation, Percent Passing #200 sieve: 27 %
As Used Gradation, Percent Passing 3 in. sieve: 0 %
As Used Gradation, Percent Passing 2 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 1/2 in. sieve: 0 %
As Used Gradation, Percent Passing 1 in. sieve: 0 %
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: 99 %
As Used Gradation, Percent Passing #4 sieve: 98 %
As Used Gradation, Percent Passing #8 sieve: 0 %
As Used Gradation, Percent Passing #16 sieve: 0 %
As Used Gradation, Percent Passing #30 sieve: 0 %
As Used Gradation, Percent Passing #50 sieve: 0 %
As Used Gradation, Percent Passing #100 sieve: 0 %
As Used Gradation, Percent Passing #200 sieve: 0 %
R value:52
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/10/2020