Test 2021-08-31-57-5 (CTM 301-March 2000) Summary

Project Information
Project IdentifiersProject ID: 993330
DEA: 022J6204
EFIS: 0221000118
DIST-CO-RTE-PM02-SIS-265-19.801 to 20.328
Work DescriptionWeed Blvd Pavement - CAPM Pavement Preservation
Location DescriptionIn Siskiyou County at and near Weed on Route 97 from Route 5 to 0.6 mile south of Whitney Creek Bridge and on Route 265 from Route 97 to Route 5. Loc-02-SIS-97-PM L0 to 11, 02-SIS-265-PM19.801 to 20.328
Sample Information
Sample Taken Date8/31/2021 Sample Unique Key57
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 testing9/1/2021
Sample typePreliminary A brief description of the sampleSoil
The quantity of what the sample constitutes2 bags for structural section recommendation From where was the sample collectedJob Site
First name of sampler or witnessed byDan Last name of sampler or witnessed byCurran
Title of samplerMREA Laboratory sample identificationD78934
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number897759
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 sample
The fabricator/manufacturer designation for the sample A detailed description of where the material sample was collected02 SIS 97 PM 0.10 50ft rt of CL Depth 0 to 1 ft
Where the material sample would have been placed if not sampled02 SIS 97 PM 0 and 1 tenth
Test Details
DIME Sample ID: 2021-08-31-57
DIME Test ID: 2021-08-31-57-5
Testing Lab: CT D02 - North Region Materials Lab
Test Method: CTM 301-March 2000: Method of Test for Determining the Resistance "R"; Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer
Test Release Date: 2021-10-21
Test Results

How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 09/08/2021
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: 93 %
As Received Gradation, Percent Passing 1 in. sieve: 90 %
As Received Gradation, Percent Passing 3/4 in. sieve: 88 %
As Received Gradation, Percent Passing 1/2 in. sieve: 83 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 66 %
As Received Gradation, Percent Passing #8 sieve: 54 %
As Received Gradation, Percent Passing #16 sieve: 44 %
As Received Gradation, Percent Passing #30 sieve: 36 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 21 %
As Received Gradation, Percent Passing #200 sieve: 15.2 %
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: 94 %
As Used Gradation, Percent Passing 3/8 in. sieve: 89 %
As Used Gradation, Percent Passing #4 sieve: 75 %
As Used Gradation, Percent Passing #8 sieve: 61 %
As Used Gradation, Percent Passing #16 sieve: 50 %
As Used Gradation, Percent Passing #30 sieve: 41 %
As Used Gradation, Percent Passing #50 sieve: 33 %
As Used Gradation, Percent Passing #100 sieve: 24 %
As Used Gradation, Percent Passing #200 sieve: 17 %
Horizontal pressure (specimen 1): 0.13 MPa
Displacement (specimen 1): 4.24
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 4.34
Horizontal pressure (specimen 3): 0.19 MPa
Displacement (specimen 3): 4.89
R value (specimen 1):81.5
R value (specimen 2):78.5
R value (specimen 3):71
R value:77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/21/2021