Summary for Test 2025-03-24-20-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000208 DEA: 07346004 EFIS: 0718000070 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-11.0/23.5 |
| Award Date | 07/12/2024 |
| Closeout Date | 05/08/2026 |
| Work Description | CONSTRUCT MVPS, PAVE BEYOND THE GORE, INSTALL GATES & CABLE RAILING. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM NORTH OF VINELAND AVENUE TO NORTH OF WINNETKA AVENUE |
| QA Service Level | 1 (Verified on 04/24/2024) |
Sample Information
| Sample Taken Date | 03/24/2025 | Sample Unique Key | 20 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/26/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" WMA-A 220200W SVA VLO | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Michael |
| Last name of sampler or witnessed by | Maldonado | Title of sampler | Vulcan QC |
| Telephone number of sampler | Laboratory sample identification | 25-043 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley | |
| Transportation Laboratory (TL) Number | 032425A | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 220200W SVA VLO | |
| 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: 2025-03-24-20
DIME Test ID: 2025-03-24-20-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2025-03-28
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Arnold Truong
Date of test: 03/28/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7353.3 grams
Mass of oven-dry sample in air for Sample 1: 2556.3 grams
Mass of container filled with the sample and water for Sample 1: 8888.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.502
Theoretical maximum density at 25°C (77°F): 155.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/28/2025 ✔