Summary for Test 2025-05-22-68-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | Not set |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 05/22/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 05/22/2025 |
| Sample type | Acceptance | A brief description of the sample | Native Soil for Subgrade |
| The quantity of what the sample constitutes | 2 bags | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Dawn | Last name of sampler or witnessed by | Sloatermen |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | D79887 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Hat Creek | Transportation Laboratory (TL) Number | 857980 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Jobsite |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | PLU 89 PM 12-22 | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-05-22-68
DIME Test ID: 2025-05-22-68-4
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: 2025-06-12
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/12/2025
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: 100 %
As Received Gradation, Percent Passing 1 in. sieve: 99 %
As Received Gradation, Percent Passing 3/4 in. sieve: 98 %
As Received Gradation, Percent Passing 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 3/8 in. sieve: 91 %
As Received Gradation, Percent Passing #4 sieve: 80 %
As Received Gradation, Percent Passing #8 sieve: 70 %
As Received Gradation, Percent Passing #16 sieve: 59 %
As Received Gradation, Percent Passing #30 sieve: 50 %
As Received Gradation, Percent Passing #50 sieve: 41 %
As Received Gradation, Percent Passing #100 sieve: 30 %
As Received Gradation, Percent Passing #200 sieve: 21.8 %
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: 97 %
As Used Gradation, Percent Passing 3/8 in. sieve: 92 %
As Used Gradation, Percent Passing #4 sieve: 80 %
As Used Gradation, Percent Passing #8 sieve: 70 %
As Used Gradation, Percent Passing #16 sieve: 59 %
As Used Gradation, Percent Passing #30 sieve: 50 %
As Used Gradation, Percent Passing #50 sieve: 41 %
As Used Gradation, Percent Passing #100 sieve: 30 %
As Used Gradation, Percent Passing #200 sieve: 22 %
Horizontal pressure (specimen 1): 0.33 MPa
Displacement (specimen 1): 4.29
Horizontal pressure (specimen 2): 0.15 MPa
Displacement (specimen 2): 3.92
Horizontal pressure (specimen 3): 0.12 MPa
Displacement (specimen 3): 4.12
R value (specimen 1): 57.6
R value (specimen 2): 80.2
R value (specimen 3): 83.2
R value: 75
General comments (publicly viewable) (Max 1000 characters): R=75
Test was verified on 6/12/2025 ✔