Summary for Test 2021-10-26-23-1
Test performed: CTM 211-May 2010Project Information
| Project Identifiers | Project ID: 993322 DEA: 010L4204 EFIS: 0122000008 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN,MEN/MEN-101-4/6, 4.0/6.0 |
| Award Date | 08/24/2021 |
| Closeout Date | 07/11/2025 |
| Work Description | Landslide Repair near Commisky |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 10/11/2021) |
Sample Information
| Sample Taken Date | 10/26/2021 | Sample Unique Key | 23 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/27/2021 | Sample type | Department Acceptance |
| A brief description of the sample | pea gravel | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Ken |
| Last name of sampler or witnessed by | Poulter | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 21-205 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Shamrock Concrete | |
| Transportation Laboratory (TL) Number | 930512 | 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) | unknown |
|---|---|---|---|
| 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 | |
| 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 | Not set |
Test Details
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DIME Sample ID: 2021-10-26-23
DIME Test ID: 2021-10-26-23-1
Testing Lab: CT D01 - District 1 Materials Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2021-10-29
Test Results
How many revolutions are required?: Both Tests
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 10/28/2021
Grading: C
Percent wear (100 Rev Test): 2 %
Percent wear (500 Rev Test): 11 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/29/2021 ✔