Summary for Test 2020-08-30-2-7
Test performed: CTM 211-May 2010Project Information
Project Identifiers | Project ID: 209141 DEA: 07215954 EFIS: 0700001835 |
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DIST-CO-RTE-PM | 07-LA-5-0.0/7.6 |
Award Date | 04/24/2014 |
Closeout Date | 07/14/2022 |
Work Description | WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES |
Location Description | LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605 |
QA Service Level | 1 (Verified on 06/02/2014) |
Sample Information
Sample Taken Date | 08/30/2020 | Sample Unique Key | 2 |
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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 | 09/03/2020 |
Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-R15 0.5% LAS |
The quantity of what the sample constitutes | 4 Bags Of Coldfeed Agg., 2 Bags Of Rap | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Julio | Last name of sampler or witnessed by | Martinez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0523-20 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | 91-19-0035::FISH CANYON QUARRY |
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The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
The plant number | 220805A IRW VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Irwindale Plant |
Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
The concrete mix design number | Lot number | ||
Sublot number | Aggregate Mix Number | Not set |
Test Details
DIME Sample ID: 2020-08-30-2
DIME Test ID: 2020-08-30-2-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 211-May 2010: Abrasion of Coarse Aggregate by Use of the Los Angeles Abrasion Testing Machine
Test Release Date: 2020-09-10
Test Results
How many revolutions are required?: Both Tests
Input Type: Measured
Tester's full name: Michael Magana
Date of test: 09/08/2020
Grading: B
Mass of sample: 5000 grams
Mass retained No. 4 sieve (100 Rev Test): no data
Mass retained No. 12 sieve (100 Rev Test): 4729 grams
Mass retained No. 4 sieve (500 Rev Test): no data
Mass retained No. 12 sieve (500 Rev Test): 3772 grams
Percent wear (100 Rev Test): 5 %
Percent wear (500 Rev Test): 25 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/10/2020 ✔