Summary for Test 2025-11-21-38-5
Test performed: AASHTO T335-09r13Project Information
| Project Identifiers | Project ID: 66667 DEA: JMFPP EFIS: 0019000043 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for JMF Prequalification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/21/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/21/2025 | Sample type | Aggregate Prequalification Program |
| A brief description of the sample | 5/16 X #8 WASHED CHIPS | The quantity of what the sample constitutes | 10 Bags Of Aggregate |
| From where was the sample collected | Source | First name of sampler or witnessed by | LINCOLN |
| Last name of sampler or witnessed by | TUCKER | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CAPAY | |
| 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) | 91-57-0014 |
|---|---|---|---|
| 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 @ Plant | |
| 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-11-21-38
DIME Test ID: 2025-11-21-38-5
Testing Lab: Granite Construction Company - Sacramento
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: 2026-03-12
Test Results
Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced
Input Type: Calculated
Tester's full name: MIGUEL MONTELONGO
Date of test: 11/21/2025
Weighted average percentage of fractured, coarse, 2 faced particles: 97.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/12/2026 ✔