Summary for Test 2026-08-25-15-3
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1000232 DEA: 09392304 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120,182-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL. |
| Location Description | MONO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 08/25/2026 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/25/2026 | Sample type | Acceptance |
| A brief description of the sample | 3/4" Shoulder Backing | The quantity of what the sample constitutes | 2 Bags of Shoulder Backing |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Salvador |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hunewell | |
| 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) | 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 | Stockpile @ Yard | |
| 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: 2026-08-25-15
DIME Test ID: 2026-08-25-15-3
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2026-08-26
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/26/2026
Percentage of fractured, coarse, 2 faced particles tested: 68.2 %
Percentage of fractured, coarse, 1 faced particles tested: 89.6 %
General comments (publicly viewable) (Max 1000 characters): SB-01
Test was verified on 8/26/2026 ✔