DIME » All Projects » Project DEA: 021H6804 » Sample 2023-05-30-56 » View Test Details

Summary for Test 2023-05-30-56-3

Test performed: CTM 301-March 2000

Project Information

Project IdentifiersProject ID: 215240
DEA: 021H6804
EFIS: 0216000010
DIST-CO-RTE-PM02-TEH-5-39/41.9
Award Date02/13/2023
Closeout Date09/22/2025
Work DescriptionSB Cottonwood Scales
Location DescriptionNot set
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date05/30/2023 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing05/31/2023 Sample typeDepartment Acceptance
A brief description of the sampleStructure Backfill The quantity of what the sample constitutes3000 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79254
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA
Transportation Laboratory (TL) Number857932 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 collectedStockpile
Where the material sample would have been placed if not sampled

Test Details

DIME Sample ID: 2023-05-30-56
DIME Test ID: 2023-05-30-56-3
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: 2023-07-20

Test Results


How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Murphy and Dennis Hickey
Date of test: 06/08/2023
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: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 78 %
As Received Gradation, Percent Passing 3/8 in. sieve: 66 %
As Received Gradation, Percent Passing #4 sieve: 44 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 6 %
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: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 67 %
As Used Gradation, Percent Passing #4 sieve: 43 %
As Used Gradation, Percent Passing #8 sieve: 60 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 5 %
Horizontal pressure (specimen 1): 0.11 MPa
Displacement (specimen 1): 5.55
Horizontal pressure (specimen 2): 0.11 MPa
Displacement (specimen 2): 5.7
Horizontal pressure (specimen 3): 0.11 MPa
Displacement (specimen 3): 5
R value (specimen 1): 80.2
R value (specimen 2): 79.8
R value (specimen 3): 81.8
R value: 81
General comments (publicly viewable) (Max 1000 characters): R=81

Test was verified on 7/20/2023 ✔