Summary for Test 2025-05-19-18-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\\\\\\\\\\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 05/19/2025 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/20/2025 | Sample type | Acceptance |
| A brief description of the sample | Class 2 Aggregate Base | The quantity of what the sample constitutes | 2000 cy |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Josh |
| Last name of sampler or witnessed by | Hubbart | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 4587 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite 5 Bridges Pit | |
| Transportation Laboratory (TL) Number | AB-01 | 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) | 00-00-0000 |
|---|---|---|---|
| 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 | NB 395 Subgrade | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-05-19-18
DIME Test ID: 2025-05-19-18-4
Testing Lab: CT D09 - Bishop Field 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: 2025-05-21
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/20/2025
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: 91 %
As Received Gradation, Percent Passing 1/2 in. sieve: 75 %
As Received Gradation, Percent Passing 3/8 in. sieve: 68 %
As Received Gradation, Percent Passing #4 sieve: 57 %
As Received Gradation, Percent Passing #8 sieve: 47 %
As Received Gradation, Percent Passing #16 sieve: 36 %
As Received Gradation, Percent Passing #30 sieve: 22 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 6 %
As Received Gradation, Percent Passing #200 sieve: 4 %
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: 82 %
As Used Gradation, Percent Passing 3/8 in. sieve: 75 %
As Used Gradation, Percent Passing #4 sieve: 63 %
As Used Gradation, Percent Passing #8 sieve: 52 %
As Used Gradation, Percent Passing #16 sieve: 40 %
As Used Gradation, Percent Passing #30 sieve: 24 %
As Used Gradation, Percent Passing #50 sieve: 12 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4.4 %
R value: 80
General comments (publicly viewable) (Max 1000 characters): AB-01
Test was verified on 5/21/2025 ✔