Summary for Test 2023-05-30-56-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 215240 DEA: 021H6804 EFIS: 0216000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-39/41.9 |
| Award Date | 02/13/2023 |
| Closeout Date | Not set |
| Work Description | SB Cottonwood Scales |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
| Sample Taken Date | 05/30/2023 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 05/31/2023 |
| Sample type | Acceptance | A brief description of the sample | Structure Backfill |
| The quantity of what the sample constitutes | 3000 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79254 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Tullis - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 857932 |
| 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 | Stockpile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-05-30-56
DIME Test ID: 2023-05-30-56-3
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: 2023-07-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Murphy and Dennis Hickey
Date of test: 06/08/2023
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: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 78 %
As Received Gradation, Percent Passing 3/8 in. sieve: 66 %
As Received Gradation, Percent Passing #4 sieve: 44 %
As Received Gradation, Percent Passing #8 sieve: 32 %
As Received Gradation, Percent Passing #16 sieve: 23 %
As Received Gradation, Percent Passing #30 sieve: 16 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 8 %
As Received Gradation, Percent Passing #200 sieve: 6 %
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: 80 %
As Used Gradation, Percent Passing 3/8 in. sieve: 67 %
As Used Gradation, Percent Passing #4 sieve: 43 %
As Used Gradation, Percent Passing #8 sieve: 60 %
As Used Gradation, Percent Passing #16 sieve: 22 %
As Used Gradation, Percent Passing #30 sieve: 16 %
As Used Gradation, Percent Passing #50 sieve: 11 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 5 %
Horizontal pressure (specimen 1): 0.11 MPa
Displacement (specimen 1): 5.55
Horizontal pressure (specimen 2): 0.11 MPa
Displacement (specimen 2): 5.7
Horizontal pressure (specimen 3): 0.11 MPa
Displacement (specimen 3): 5
R value (specimen 1): 80.2
R value (specimen 2): 79.8
R value (specimen 3): 81.8
R value: 81
General comments (publicly viewable) (Max 1000 characters): R=81
Test was verified on 7/20/2023 ✔