Summary for Test 2021-05-19-28-3
Test performed: CTM 206-October 2011Project 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 | 05/19/2021 | Sample Unique Key | 28 |
|---|---|---|---|
| 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 | 05/26/2021 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A R10, 0.5% LAS |
| The quantity of what the sample constitutes | 10 Bags of Aggregate, 2 Bags of RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Thomas | Last name of sampler or witnessed by | Shivers |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0298A-21 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan - 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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A R10 | The fabricator/manufacturer designation for the sample | |
| The plant number | 220805 SVA 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 | 3/4 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | Not set |
Test Details
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DIME Sample ID: 2021-05-19-28
DIME Test ID: 2021-05-19-28-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 206-October 2011: Method of Test for Specific Gravity and Absorption of Coarse Aggregate
Test Release Date: 2021-06-08
Test Results
How will the aggregate be used?: aggregate base
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 06/02/2021
Mass of Sample + Container (in water): 4389 grams
Mass of Container (in water): 900 grams
Mass of Saturated Surface Dry Sample: 5542 grams
Mass of Oven Dry Sample: 5475 grams
Mass of Sample (in water): 3489 grams
Mass of Water Absorbed: 67 grams
% Water Absorbed: 1.2 %
Bulk Oven Dried Specific Gravity: 2.67
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/8/2021 ✔