Summary for Test 2026-07-16-8-4
Test performed: CTM 301-March 2000Project Information
| Project Identifiers | Project ID: 1001372 DEA: 09374504 EFIS: 0918000017 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-56.8/57.4,57.9/R58.3 |
| Award Date | 09/19/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT SIDEWALK, CURB RAMPS, AND DRAINAGE. |
| Location Description | INYO COUNTY AT AND NEAR LONE PINE FROM TEYA ROAD TO EAST INYO STREET AND FROM BEGOLE STREET TO EAST LUBKEN AVENUE |
| QA Service Level | 1 (Verified on 08/06/2025) |
Sample Information
| Sample Taken Date | 07/16/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/16/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Class 2 base | The quantity of what the sample constitutes | Two bags of aggregate |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Darrell |
| Last name of sampler or witnessed by | Biederman | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CHC | |
| Transportation Laboratory (TL) Number | 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) | CHC STOCKPILE |
|---|---|---|---|
| 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 | CHC STOCKPILE Lone Pine | |
| 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: 2026-07-16-8
DIME Test ID: 2026-07-16-8-4
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: 2026-07-20
Test Results
How will the R value be determined?: By stabilometer
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 07/17/2026
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: 99 %
As Received Gradation, Percent Passing 1/2 in. sieve: 91 %
As Received Gradation, Percent Passing 3/8 in. sieve: 82 %
As Received Gradation, Percent Passing #4 sieve: 53 %
As Received Gradation, Percent Passing #8 sieve: 31 %
As Received Gradation, Percent Passing #16 sieve: 24 %
As Received Gradation, Percent Passing #30 sieve: 19 %
As Received Gradation, Percent Passing #50 sieve: 14 %
As Received Gradation, Percent Passing #100 sieve: 10 %
As Received Gradation, Percent Passing #200 sieve: 6.1 %
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: 92 %
As Used Gradation, Percent Passing 3/8 in. sieve: 83 %
As Used Gradation, Percent Passing #4 sieve: 54 %
As Used Gradation, Percent Passing #8 sieve: 31 %
As Used Gradation, Percent Passing #16 sieve: 24 %
As Used Gradation, Percent Passing #30 sieve: 19 %
As Used Gradation, Percent Passing #50 sieve: 14 %
As Used Gradation, Percent Passing #100 sieve: 10 %
As Used Gradation, Percent Passing #200 sieve: 6.2 %
R value: 80
General comments (publicly viewable) (Max 1000 characters): AB-02
Test was verified on 7/20/2026 ✔