Summary for Test 2022-05-17-54-3
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 993864 DEA: 023J2104 EFIS: 0222000019 |
---|---|
DIST-CO-RTE-PM | 02-SIS-96-41.1/41.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Happy Camp Drainage & Pavement |
Location Description | In Siskiyou County at and near Happy Camp from 1st Avenue to 0.1 mile East of Mill Road. |
QA Service Level | 1 (Verified on 05/27/2022) |
Sample Information
Sample Taken Date | 05/17/2022 | Sample Unique Key | 54 |
---|---|---|---|
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 | 05/17/2022 |
Sample type | Preliminary | A brief description of the sample | 2 bags of Soil |
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 | Telephone number of sampler | ||
Laboratory sample identification | D79029 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824600 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | 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 collected | 02-SIS-96-41.7 at Shoulder-Ditch-Slope, 0.5 to 1.5 ft depth | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2022-05-17-54
DIME Test ID: 2022-05-17-54-3
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: 2022-06-03
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Arthur Mills, Karen Dorado
Date of test: 05/26/2022
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: 96 %
As Received Gradation, Percent Passing 1 in. sieve: 95 %
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: 90 %
As Received Gradation, Percent Passing #4 sieve: 85 %
As Received Gradation, Percent Passing #8 sieve: 80 %
As Received Gradation, Percent Passing #16 sieve: 72 %
As Received Gradation, Percent Passing #30 sieve: 64 %
As Received Gradation, Percent Passing #50 sieve: 57 %
As Received Gradation, Percent Passing #100 sieve: 51 %
As Received Gradation, Percent Passing #200 sieve: 44 %
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: 98 %
As Used Gradation, Percent Passing 3/8 in. sieve: 96 %
As Used Gradation, Percent Passing #4 sieve: 91 %
As Used Gradation, Percent Passing #8 sieve: 90 %
As Used Gradation, Percent Passing #16 sieve: 81 %
As Used Gradation, Percent Passing #30 sieve: 72 %
As Used Gradation, Percent Passing #50 sieve: 64 %
As Used Gradation, Percent Passing #100 sieve: 57 %
As Used Gradation, Percent Passing #200 sieve: 50 %
Horizontal pressure (specimen 1): 0.32 MPa
Displacement (specimen 1): 4.41
Horizontal pressure (specimen 2): 0.57 MPa
Displacement (specimen 2): 4.17
Horizontal pressure (specimen 3): 0.87 MPa
Displacement (specimen 3): 5.3
R value (specimen 1): 58
R value (specimen 2): 35.8
R value (specimen 3): 11.1
R value: 31
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/3/2022 ✔