Summary for Test 2025-09-21-4-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215365 DEA: 120Q9704 EFIS: 1218000010 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-405-0/11.4 |
| Award Date | 07/27/2023 |
| Closeout Date | Not set |
| Work Description | I-405 improvement project from I-5 to Harbor Boulevard including extend pavement life, improve safety, enhance traffic operation, and incorporate Intelligent Transportation Systems (ITS). |
| Location Description | Orange County I-405 PM 0 - 11.4 |
| QA Service Level | 1 (Verified on 07/01/2021) |
Sample Information
| Sample Taken Date | 09/21/2025 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 09/21/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA-A |
| The quantity of what the sample constitutes | 3/4 HMA-A | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | 9492798470 | |
| Laboratory sample identification | 25-0922 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA Corona | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-09-21-4
DIME Test ID: 2025-09-21-4-2
Testing Lab: CT D12 - Huntington Beach Field 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: 2025-10-06
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: David Nguyen
Date of test: 09/22/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7309.0 grams
Mass of oven-dry sample in air for Sample 1: 2508.0 grams
Mass of container filled with the sample and water for Sample 1: 8844.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.579
Theoretical maximum density at 25°C (77°F): 160.5 lb/ft^3
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 2025TMSG-SP-0079 | 103.94 KB | 09/23/2025 | 2025-09-21-4-2 | Info |
Test was verified on 10/6/2025 ✔