Summary for Test 2025-03-04-50-3
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 | 03/04/2025 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/05/2025 | Sample type | Aggregate Prequalification Program |
| A brief description of the sample | 3/8" Pea Gravel | The quantity of what the sample constitutes | 100 pounds |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ron |
| Last name of sampler or witnessed by | Novak | Title of sampler | Quality Control Representative |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | CEMEX Eliot Aggregates 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) | 91-01-0009 |
|---|---|---|---|
| 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: 2025-03-04-50
DIME Test ID: 2025-03-04-50-3
Testing Lab: CEMEX - NorCal Aggregates
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2025-04-25
Test Results
How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: M. Paulson
Date of test: 03/10/2025
Grading: C
Percent wear (100 Rev Test): 5 %
Percent wear (500 Rev Test): 21 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2025 ✔