Summary for Test 2024-04-15-20-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215697 DEA: 07318204 EFIS: 0715000286 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-Route 1-4.0/4.2 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CM/GC Project - Work consists of constructing secant wall and slope restoration |
| Location Description | near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road. |
| QA Service Level | 1 (Verified on 08/26/2021) |
Sample Information
| Sample Taken Date | 04/15/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 04/16/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA-A-SP 15% RAP |
| The quantity of what the sample constitutes | 16 BOXES OF HMA, 3BAGS OF AGG, 1 BAG OF RAP, 4 QTS OF BINDER | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GERARDO | Last name of sampler or witnessed by | ZUBIETA |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0178A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | 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 | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 104775 | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-04-15-20
DIME Test ID: 2024-04-15-20-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-07-05
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Angelito Villegas
Date of test: 04/17/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7329.1 grams
Mass of oven-dry sample in air for Sample 1: 1567.5 grams
Mass of container filled with the sample and water for Sample 1: 8273.2 grams
Temperature of Water: 24 °F
Specific Gravity for Sample 1: 2.514
Theoretical maximum density at 25°C (77°F): 2507 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/5/2024 ✔