DIME » All Projects » Project DEA: 023J5204 » Sample 2024-01-04-49 » View Test Details

Summary for Test 2024-01-04-49-3

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 1000200
DEA: 023J5204
EFIS: 0222000055
DIST-CO-RTE-PM02-TEH-36-15.7-16.1
Award DateNot set
Closeout DateNot set
Work DescriptionHorse Gulch Curve
Location DescriptionNot set
QA Service Level1 (Verified on 10/24/2024)

Sample Information

Sample Taken Date01/04/2024 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing01/04/2024 Sample typePreliminary
A brief description of the sampleSoil for structural section recommendation The quantity of what the sample constitutes2 Bags
From where was the sample collectedSource First name of sampler or witnessed byBrian
Last name of sampler or witnessed bySteiner Title of samplerADME
Telephone number of sampler Laboratory sample identificationD79394
Linked DIME Sample ID The fabricator/manufacturer/facility nameIn Situ
Transportation Laboratory (TL) Number847467 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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collectedLT SH Slope @ TEH 36 PM 15.8
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2024-01-04-49
DIME Test ID: 2024-01-04-49-3
Testing Lab: CT D02 - Redding Northern 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: 2024-05-06

Test Results


How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Ferency
Date of test: 01/11/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 96 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 1 in. sieve: 94 %
As Received Gradation, Percent Passing 3/4 in. sieve: 93 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 89 %
As Received Gradation, Percent Passing #4 sieve: 86 %
As Received Gradation, Percent Passing #8 sieve: 83 %
As Received Gradation, Percent Passing #16 sieve: 80 %
As Received Gradation, Percent Passing #30 sieve: 77 %
As Received Gradation, Percent Passing #50 sieve: 73 %
As Received Gradation, Percent Passing #100 sieve: 65 %
As Received Gradation, Percent Passing #200 sieve: 55 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 96 %
As Used Gradation, Percent Passing #4 sieve: 92 %
As Used Gradation, Percent Passing #8 sieve: 89 %
As Used Gradation, Percent Passing #16 sieve: 86 %
As Used Gradation, Percent Passing #30 sieve: 82 %
As Used Gradation, Percent Passing #50 sieve: 78 %
As Used Gradation, Percent Passing #100 sieve: 70 %
As Used Gradation, Percent Passing #200 sieve: 59 %
Horizontal pressure (specimen 1): 0.73 MPa
Displacement (specimen 1): 3.18
Horizontal pressure (specimen 2): 0.77 MPa
Displacement (specimen 2): 3.47
Horizontal pressure (specimen 3): 0.83 MPa
Displacement (specimen 3): 3.91
R value (specimen 1): 28.5
R value (specimen 2): 23.6
R value (specimen 3): 17.2
R value: 17
General comments (publicly viewable) (Max 1000 characters): R=17

Test was verified on 5/6/2024 ✔