Summary for Test 2024-09-20-20-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000253 DEA: 070W4504 EFIS: 0722000060 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-50.0/63.7 |
| Award Date | 06/13/2024 |
| Closeout Date | 05/07/2025 |
| Work Description | PLACE HMA (TYPE A) AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR PALMDALE FROM 0.1 MILE SOUTH OF AVENUE S TO 0.1 MILE EAST OF 165TH STREET EAST |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 09/20/2024 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/23/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/8" WMA SP R20 .25% EVO | The quantity of what the sample constitutes | 16 BX WMA 4 QTS PG64-16 1 QT EVO 3 BGS EA 3/8 WSH MAN FNS 2 BGS RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | G |
| Last name of sampler or witnessed by | ZUBIETA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0491A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Palmdale | |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | 420911 | |
| 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: 2024-09-20-20
DIME Test ID: 2024-09-20-20-1
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: 2024-12-12
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: Antonio Torres
Date of test: 09/26/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7327.4 grams
Mass of oven-dry sample in air for Sample 1: 1559.9 grams
Mass of container filled with the sample and water for Sample 1: 8256.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.473
Theoretical maximum density at 25°C (77°F): 2466 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2024 ✔