Summary for Test 2026-04-07-61-3
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1000541 DEA: 09374704 EFIS: 0918000019 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-168,395-17.6/18.3,114.9/117.8 |
| Award Date | 02/21/2025 |
| Closeout Date | Not set |
| Work Description | HMA (TYPE A), MINOR CONCRETE, AND LIGHTING. |
| Location Description | INYO COUNTY IN AND NEAR BISHOP ON ROUTE 395 FROM 0.1 MILE SOUTH OF JAY STREET TO BARLOW LANE AND ON ROUTE 168 FROM PIONEER LANE TO ROUTE 395 |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 04/07/2026 | 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 | 04/08/2026 |
| Sample type | Quality Assurance | 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 | Source |
| First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Biederman |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | AB-02 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant Bishop | Transportation Laboratory (TL) Number | 5282 |
| 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) | 000 |
|---|---|---|---|
| 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 | Stockpile at Plant | |
| 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: 2026-04-07-61
DIME Test ID: 2026-04-07-61-3
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: 2026-04-21
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 04/09/2026
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: 90 %
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: 56 %
As Received Gradation, Percent Passing #8 sieve: 47 %
As Received Gradation, Percent Passing #16 sieve: 37 %
As Received Gradation, Percent Passing #30 sieve: 23 %
As Received Gradation, Percent Passing #50 sieve: 11 %
As Received Gradation, Percent Passing #100 sieve: 6 %
As Received Gradation, Percent Passing #200 sieve: 3.7 %
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: 83 %
As Used Gradation, Percent Passing 3/8 in. sieve: 76 %
As Used Gradation, Percent Passing #4 sieve: 62 %
As Used Gradation, Percent Passing #8 sieve: 52 %
As Used Gradation, Percent Passing #16 sieve: 41 %
As Used Gradation, Percent Passing #30 sieve: 26 %
As Used Gradation, Percent Passing #50 sieve: 12 %
As Used Gradation, Percent Passing #100 sieve: 7 %
As Used Gradation, Percent Passing #200 sieve: 4.1 %
R value: 80
General comments (publicly viewable) (Max 1000 characters): CL II AB
Test was verified on 4/21/2026 ✔