Summary for Test 2025-03-21-14-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995449 DEA: 07349504 EFIS: 0718000161 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-2,5,101,170-Var |
| Award Date | 02/29/2024 |
| Closeout Date | 08/28/2026 |
| Work Description | INSTALL NEW TRANSPORTATION MANAGEMENT SYSTEM ELEMENTS. |
| Location Description | LOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 134/170 SEPARATION TO ROUTE 170/5 SEPARATION |
| QA Service Level | 1 (Verified on 01/22/2024) |
Sample Information
| Sample Taken Date | 03/21/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/24/2025 | Sample type | Acceptance |
| A brief description of the sample | 3/4" HMA-A 220200 SAT LTR | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Pham | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 25-035 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Materials Saticoy | |
| Transportation Laboratory (TL) Number | 0321B1 | 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 | 220200 SAT 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: 2025-03-21-14
DIME Test ID: 2025-03-21-14-1
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: 2025-03-25
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: Daniel Gomez
Date of test: 03/24/2025
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: 2562.5 grams
Mass of container filled with the sample and water for Sample 1: 8895.6 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.512
Theoretical maximum density at 25°C (77°F): 156.4 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/25/2025 ✔