Summary for Test 2020-09-28-36-5
Test performed: AASHTO T96-02r10Project Information
| Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-29.4/31.6 |
| Award Date | 11/29/2012 |
| Closeout Date | 07/31/2023 |
| Work Description | REALIGN ROUTE 5 AND RAILROAD TRACKS AND RECONFIGURE ON- AND OFF-RAMPS. |
| Location Description | LOS ANGELES COUNTY IN BURBANK FROM WEST MAGNOLIA BOULEVARD OVERCROSSING TO 0.3 MILE NORTH OF BUENA VISTA STREET/WINONA AVENUE UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/08/2012) |
Sample Information
| Sample Taken Date | 09/28/2020 | Sample Unique Key | 36 |
|---|---|---|---|
| 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 | 10/30/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 1/2" RHMA-G-SP 0.5% LAS |
| The quantity of what the sample constitutes | 6 Bags Of Aggregate | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Brook |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0563G-20 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley 3 | 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 RHMA-G-SP | The fabricator/manufacturer designation for the sample | |
| The plant number | 326120 SVA3 VLO | A detailed description of where the material sample was collected | Belt Cut at Vulcan Sun Valley 3 |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2020-09-28-36
DIME Test ID: 2020-09-28-36-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Test Release Date: 2020-10-12
Test Results
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 10/02/2020
Grading designation: C
Mass of sample (before test): 5000 grams
Mass of sample on No.12 sieve (after 100 revolutions): 4701 grams
Mass of sample on No.12 sieve (after 500 revolutions): 3536 grams
Percent loss after 100 revolutions: 6 %
Percent loss after 500 revolutions: 29 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2020 ✔