Summary for Test 2025-03-24-95-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000286 DEA: 070W7004 EFIS: 0723000032 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-44.7/48.64 |
| Award Date | 06/19/2024 |
| Closeout Date | 12/24/2025 |
| Work Description | INDIVIDUAL SLAB REPLACEMENT (RSC), & GRIND EXIST CONC PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM NORDHOFF STREET UNDERCROSSING TO ROUTE 5/405 SEPARATION |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 03/24/2025 | Sample Unique Key | 95 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" RHMA G SP 0.5% LAS | The quantity of what the sample constitutes | 8 BX RHMA 4 BG CMB AGG 4 QT RBR BLND 2 QT PG64-16 2 QT LAS 1 BG EA HN & CRM RBR |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | JOHN |
| Last name of sampler or witnessed by | MEJIA | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0291G-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 226108M IRW LTR | |
| 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: 2025-03-24-95
DIME Test ID: 2025-03-24-95-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-06-02
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Ayman Nabulsi
Date of test: 05/16/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7349.1 grams
Mass of oven-dry sample in air for Sample 1: 2658.8 grams
Mass of container filled with the sample and water for Sample 1: 8908 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.417
Theoretical maximum density at 25°C (77°F): 2410.0 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2025 ✔