Summary for Test 2023-03-03-49-4
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 994629 DEA: 020J5404 EFIS: 0219000134 |
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DIST-CO-RTE-PM | 02--- |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 08/07/2023) |
Sample Information
Sample Taken Date | 03/03/2023 | Sample Unique Key | 49 |
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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 | 03/03/2023 |
Sample type | Preliminary | A brief description of the sample | Soil for structural section recommendation |
The quantity of what the sample constitutes | Structural Section Recomendation | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Dan | Last name of sampler or witnessed by | Curran |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | D79199 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 897774 |
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-3-53.6 to 54.07 .5-2 ft below OG 30 ft Left of CL | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-03-03-49
DIME Test ID: 2023-03-03-49-4
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: 2023-04-06
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 03/22/2023
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: 98 %
As Received Gradation, Percent Passing 3/4 in. sieve: 96 %
As Received Gradation, Percent Passing 1/2 in. sieve: 94 %
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: 80 %
As Received Gradation, Percent Passing #16 sieve: 74 %
As Received Gradation, Percent Passing #30 sieve: 69 %
As Received Gradation, Percent Passing #50 sieve: 64 %
As Received Gradation, Percent Passing #100 sieve: 58 %
As Received Gradation, Percent Passing #200 sieve: 52 %
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: 95 %
As Used Gradation, Percent Passing #4 sieve: 88 %
As Used Gradation, Percent Passing #8 sieve: 82 %
As Used Gradation, Percent Passing #16 sieve: 76 %
As Used Gradation, Percent Passing #30 sieve: 71 %
As Used Gradation, Percent Passing #50 sieve: 65 %
As Used Gradation, Percent Passing #100 sieve: 59 %
As Used Gradation, Percent Passing #200 sieve: 53 %
Horizontal pressure (specimen 1): 0.7 MPa
Displacement (specimen 1): 2.53
Horizontal pressure (specimen 2): 0.91 MPa
Displacement (specimen 2): 3.59
Horizontal pressure (specimen 3): 0.97 MPa
Displacement (specimen 3): 3.49
R value (specimen 1): 36.1
R value (specimen 2): 12.7
R value (specimen 3): 8.8
R value: 11
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/6/2023 ✔