Summary for Test 2021-11-13-5-7
Test performed: AASHTO T335-09r13Project Information
Project Identifiers | Project ID: 7613 DEA: 071218W4 EFIS: 0700021119 |
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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 | 11/13/2021 | Sample Unique Key | 5 |
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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 | 11/16/2021 |
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 | Caesar | Last name of sampler or witnessed by | Gomez |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0637G-21 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley | 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 | 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 Plant |
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
DIME Sample ID: 2021-11-13-5
DIME Test ID: 2021-11-13-5-7
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2021-11-23
Test Results
Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Michael Magana
Date of test: 11/19/2021
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/23/2021 ✔