Summary for Test 2020-09-28-36-8
Test performed: AASHTO T304-11Project 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 |
|---|---|---|---|
| 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 | ||
| Bid Item | Not set |
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: 2020-09-28-36-8
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2020-10-12
Test Results
What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 10/05/2020
Bulk dry specific gravity: 2.628
Average uncompacted voids: 45.0 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/12/2020 ✔