Summary for Test 2022-07-14-66-4
Test performed: CTM 301-March 2000Project Information
Project Identifiers | Project ID: 993354 DEA: 023J1204 EFIS: 0222000010 |
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DIST-CO-RTE-PM | 02-BUT,BUT/PLU-70-22/45 (PLU), 4/45 |
Award Date | 07/26/2021 |
Closeout Date | 07/27/2023 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
Sample Taken Date | 07/14/2022 | Sample Unique Key | 66 |
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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 | 07/14/2022 |
Sample type | Informational | A brief description of the sample | 4 bags of Imported Borrow for Use in Structure Backfill |
The quantity of what the sample constitutes | Process Tests on Import Borrow | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Terry | Last name of sampler or witnessed by | Schmitt |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | D79091 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 897188 |
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 | Slide on Highway 70 | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2022-07-14-66
DIME Test ID: 2022-07-14-66-4
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: 2022-07-28
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: 07/21/2022
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: 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: 90 %
As Received Gradation, Percent Passing 3/8 in. sieve: 86 %
As Received Gradation, Percent Passing #4 sieve: 74 %
As Received Gradation, Percent Passing #8 sieve: 63 %
As Received Gradation, Percent Passing #16 sieve: 52 %
As Received Gradation, Percent Passing #30 sieve: 40 %
As Received Gradation, Percent Passing #50 sieve: 29 %
As Received Gradation, Percent Passing #100 sieve: 18 %
As Received Gradation, Percent Passing #200 sieve: 12 %
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: 77 %
As Used Gradation, Percent Passing #8 sieve: 65 %
As Used Gradation, Percent Passing #16 sieve: 54 %
As Used Gradation, Percent Passing #30 sieve: 42 %
As Used Gradation, Percent Passing #50 sieve: 30 %
As Used Gradation, Percent Passing #100 sieve: 19 %
As Used Gradation, Percent Passing #200 sieve: 13 %
Horizontal pressure (specimen 1): 0.13 MPa
Displacement (specimen 1): 4.28
Horizontal pressure (specimen 2): 0.17 MPa
Displacement (specimen 2): 4.23
Horizontal pressure (specimen 3): 0.21 MPa
Displacement (specimen 3): 4.35
R value (specimen 1): 81.3
R value (specimen 2): 76.4
R value (specimen 3): 70.9
R value: 72
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔