Summary for Test 2025-09-09-25-6
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 1000963 DEA: 09398504 EFIS: 0924000059 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R44.6/50.7 |
| Award Date | 04/10/2025 |
| Closeout Date | 10/31/2025 |
| Work Description | ASPHALTIC EMULSION (FOG SEAL COAT) & PRECOATED AGGREGATE (SEAL COAT). |
| Location Description | MONO COUNTY NEAR LEE VINING FROM 0.3 MILE SOUTH OF OLD WEST PORTAL ROAD TO 0.2 MILE SOUTH OF UTILITY ROAD |
| QA Service Level | 1 (Verified on 04/09/2025) |
Sample Information
| Sample Taken Date | 09/09/2025 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 09/09/2025 |
| Sample type | Acceptance | A brief description of the sample | 3/8" Aggregate for Chip Seal |
| The quantity of what the sample constitutes | 4 Bags of Coldfeed | From where was the sample collected | Source |
| First name of sampler or witnessed by | Jeff | Last name of sampler or witnessed by | Puente |
| Title of sampler | QA | Telephone number of sampler | |
| Laboratory sample identification | PSE-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite Lee Vining | 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) | Granite Lee Vining |
|---|---|---|---|
| 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 | Coldfeed Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/8 inch | |
| The concrete mix design number | Lot number | 0 | |
| Sublot number | 0 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-09-09-25
DIME Test ID: 2025-09-09-25-6
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: 2025-09-10
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 09/10/2025
Weighted average percentage of fractured, coarse, 2 faced particles: 99.7 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99.1 %
General comments (publicly viewable) (Max 1000 characters): Chips 01
Test was verified on 9/10/2025 ✔