Summary for Test 2021-06-09-31-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 993103 DEA: 021J7504 EFIS: 0220000124 |
---|---|
DIST-CO-RTE-PM | 02-LAS-36-14.5/16.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Devil's Corral Safety |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/02/2021) |
Sample Information
Sample Taken Date | 06/09/2021 | Sample Unique Key | 31 |
---|---|---|---|
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 testing | 06/10/2021 |
Sample type | Preliminary | A brief description of the sample | Soil Structural Section Recommendation |
The quantity of what the sample constitutes | Structural Section Recommendation | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | AAME | Telephone number of sampler | |
Laboratory sample identification | D78841 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Not applicable | Transportation Laboratory (TL) Number | 824590 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | Not Applicable |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02-LAS-36-16.6 on Rt Shoulder 20 ft off EP |
Where the material sample would have been placed if not sampled | 02 LAS 36 |
Test Details
DIME Sample ID: 2021-06-09-31
DIME Test ID: 2021-06-09-31-3
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: 2021-12-28
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/17/2021
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: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 98 %
As Received Gradation, Percent Passing 3/4 in. sieve: 96 %
As Received Gradation, Percent Passing 1/2 in. sieve: 93 %
As Received Gradation, Percent Passing 3/8 in. sieve: 92 %
As Received Gradation, Percent Passing #4 sieve: 86 %
As Received Gradation, Percent Passing #8 sieve: 82 %
As Received Gradation, Percent Passing #16 sieve: 74 %
As Received Gradation, Percent Passing #30 sieve: 65 %
As Received Gradation, Percent Passing #50 sieve: 57 %
As Received Gradation, Percent Passing #100 sieve: 48 %
As Received Gradation, Percent Passing #200 sieve: 40 %
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 96 %
As Used Gradation, Percent Passing #4 sieve: 89 %
As Used Gradation, Percent Passing #8 sieve: 84 %
As Used Gradation, Percent Passing #16 sieve: 76 %
As Used Gradation, Percent Passing #30 sieve: 67 %
As Used Gradation, Percent Passing #50 sieve: 59 %
As Used Gradation, Percent Passing #100 sieve: 49 %
As Used Gradation, Percent Passing #200 sieve: 41 %
Horizontal pressure (specimen 1): 0.21 MPa
Displacement (specimen 1): 4.16
Horizontal pressure (specimen 2): 0.68 MPa
Displacement (specimen 2): 4.71
Horizontal pressure (specimen 3): 0.95 MPa
Displacement (specimen 3): 6.66
R value (specimen 1): 71.8
R value (specimen 2): 24.7
R value (specimen 3): 5.6
R value: 40
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/28/2021 ✔