Summary for Test 2026-06-02-134-4
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 66666 DEA: APP EFIS: 0019000052 |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 06/02/2026 | Sample Unique Key | 134 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2026 | Sample type | Aggregate Prequalification Program |
| A brief description of the sample | 1" x #4 | The quantity of what the sample constitutes | Four bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Daniel |
| Last name of sampler or witnessed by | Miltz | Title of sampler | QC Technician |
| Telephone number of sampler | 4082342838 | Laboratory sample identification | |
| Linked DIME Sample ID | 2026-06-02-51 | The fabricator/manufacturer/facility name | Granite Handley Ranch Quarry |
| 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) | 91-27-0028 |
|---|---|---|---|
| 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 | 1 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2026-06-02-134
DIME Test ID: 2026-06-02-134-4
Testing Lab: Granite Construction Company - Coastal
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2026-10-09
Test Results
How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: H Lopez
Date of test: 07/28/2026
Grading: B
Percent wear (100 Rev Test): 6 %
Percent wear (500 Rev Test): 35 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/9/2026 ✔