Summary for Test 2024-07-25-89-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/25/2024 | Sample Unique Key | 89 |
|---|---|---|---|
| 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 | 07/29/2024 |
| Sample type | Preliminary | A brief description of the sample | Sand, Silt, Rock and Soil |
| The quantity of what the sample constitutes | 2 bags for Structural Section Recommendations | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
| Title of sampler | ADME | Telephone number of sampler | |
| Laboratory sample identification | D79670 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 891125 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
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-89-pm 23.0 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2024-07-25-89
DIME Test ID: 2024-07-25-89-3
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: 2024-08-22
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 08/21/2024
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: no data
As Received Gradation, Percent Passing 2 in. sieve: no data
As Received Gradation, Percent Passing 1 1/2 in. sieve: no data
As Received Gradation, Percent Passing 1 in. sieve: 100 %
As Received Gradation, Percent Passing 3/4 in. sieve: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 98 %
As Received Gradation, Percent Passing 3/8 in. sieve: 97 %
As Received Gradation, Percent Passing #4 sieve: 95 %
As Received Gradation, Percent Passing #8 sieve: 92 %
As Received Gradation, Percent Passing #16 sieve: 86 %
As Received Gradation, Percent Passing #30 sieve: 78 %
As Received Gradation, Percent Passing #50 sieve: 64 %
As Received Gradation, Percent Passing #100 sieve: 44 %
As Received Gradation, Percent Passing #200 sieve: 27.4 %
As Used Gradation, Percent Passing 3 in. sieve: no data
As Used Gradation, Percent Passing 2 1/2 in. sieve: no data
As Used Gradation, Percent Passing 2 in. sieve: no data
As Used Gradation, Percent Passing 1 1/2 in. sieve: no data
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: 99 %
As Used Gradation, Percent Passing 3/8 in. sieve: 98 %
As Used Gradation, Percent Passing #4 sieve: 96 %
As Used Gradation, Percent Passing #8 sieve: 93 %
As Used Gradation, Percent Passing #16 sieve: 87 %
As Used Gradation, Percent Passing #30 sieve: 78 %
As Used Gradation, Percent Passing #50 sieve: 65 %
As Used Gradation, Percent Passing #100 sieve: 45 %
As Used Gradation, Percent Passing #200 sieve: 28 %
Horizontal pressure (specimen 1): 0.15 MPa
Displacement (specimen 1): 4.88
Horizontal pressure (specimen 2): 0.17 MPa
Displacement (specimen 2): 4.2
Horizontal pressure (specimen 3): 0.21 MPa
Displacement (specimen 3): 4.12
R value (specimen 1): 76.4
R value (specimen 2): 76.5
R value (specimen 3): 72
R value: 76
General comments (publicly viewable) (Max 1000 characters): R=76
Test was verified on 8/22/2024 ✔