Summary for Test 2020-09-03-6-5
Test performed: CTM 206-October 2011Project Information
| Project Identifiers | Project ID: 7428 DEA: 07215944 EFIS: 0700001834 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-5-4.0/5.9 |
| Award Date | 08/23/2012 |
| Closeout Date | 07/02/2021 |
| Work Description | RECONSTRUCT AND WIDEN FREEWAY AND UNDERCROSSING STRUCTURES. |
| Location Description | LOS ANGELES COUNTY IN NORWALK FROM 0.4 MILE SOUTH OF SAN ANTONIO DRIVE UNDERCROSSING TO 0.7 MILE NORTH OF PIONEER BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/07/2012) |
Sample Information
| Sample Taken Date | 09/03/2020 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 09/04/2020 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A R15 0.50% LAS |
| The quantity of what the sample constitutes | 4 Bags Coldfeed Agg., 2 Bags Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Warrick |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0525A-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 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 3/4 HMA-A-SP R15 | The fabricator/manufacturer designation for the sample | |
| The plant number | 220805A IRW VAL | 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
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DIME Sample ID: 2020-09-03-6
DIME Test ID: 2020-09-03-6-5
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: 2020-09-17
Test Results
How will the aggregate be used?: hot mix asphalt
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 09/08/2020
Mass of Sample + Container (in water): 4,092.0 grams
Mass of Container (in water): 900.0 grams
Mass of Saturated Surface Dry Sample: 5,040.0 grams
Mass of Oven Dry Sample: 4,965.0 grams
Mass of Sample (in water): 3192 grams
Mass of Water Absorbed: 75 grams
% Water Absorbed: 1.5 %
Bulk Oven Dried Specific Gravity: 2.69
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2020 ✔