Summary for Test 2025-06-16-61-2
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 | 06/16/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 06/17/2025 |
| Sample type | Acceptance | A brief description of the sample | native backfill |
| The quantity of what the sample constitutes | 1 Bag | 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 | D79905 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Undeclared | Transportation Laboratory (TL) Number | 857986 |
| 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) | On Site |
|---|---|---|---|
| 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 | On Site | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-16-61
DIME Test ID: 2025-06-16-61-2
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: 2025-07-01
Test Results
How will the R value be determined?: By stabilometer
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 06/26/2025
As Received Gradation, Percent Passing 3 in. sieve: no data
As Received Gradation, Percent Passing 2 1/2 in. sieve: 100 %
As Received Gradation, Percent Passing 2 in. sieve: 97 %
As Received Gradation, Percent Passing 1 1/2 in. sieve: 95 %
As Received Gradation, Percent Passing 1 in. sieve: 90 %
As Received Gradation, Percent Passing 3/4 in. sieve: 86 %
As Received Gradation, Percent Passing 1/2 in. sieve: 81 %
As Received Gradation, Percent Passing 3/8 in. sieve: 78 %
As Received Gradation, Percent Passing #4 sieve: 71 %
As Received Gradation, Percent Passing #8 sieve: 62 %
As Received Gradation, Percent Passing #16 sieve: 55 %
As Received Gradation, Percent Passing #30 sieve: 48 %
As Received Gradation, Percent Passing #50 sieve: 41 %
As Received Gradation, Percent Passing #100 sieve: 35 %
As Received Gradation, Percent Passing #200 sieve: 29 %
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: 94 %
As Used Gradation, Percent Passing 3/8 in. sieve: 90 %
As Used Gradation, Percent Passing #4 sieve: 82 %
As Used Gradation, Percent Passing #8 sieve: 72 %
As Used Gradation, Percent Passing #16 sieve: 64 %
As Used Gradation, Percent Passing #30 sieve: 56 %
As Used Gradation, Percent Passing #50 sieve: 48 %
As Used Gradation, Percent Passing #100 sieve: 41 %
As Used Gradation, Percent Passing #200 sieve: 34 %
Horizontal pressure (specimen 1): 0.21 MPa
Displacement (specimen 1): 3.92
Horizontal pressure (specimen 2): 0.54 MPa
Displacement (specimen 2): 3.7
Horizontal pressure (specimen 3): 0.69 MPa
Displacement (specimen 3): 4.09
R value (specimen 1): 73
R value (specimen 2): 41.2
R value (specimen 3): 26.6
R value: 51
General comments (publicly viewable) (Max 1000 characters): R=51
Test was verified on 7/1/2025 ✔