Summary for Test 2025-11-05-93-2
Test performed: AASHTO T209-25Project Information
| Project Identifiers | Project ID: 1000667 DEA: 120U9804 EFIS: 1224000064 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-57,90-19.6/20.1,5.1/R5.5 |
| Award Date | 12/11/2024 |
| Closeout Date | 06/22/2026 |
| Work Description | COLD PLANE AND OVERLAY EXISTING PAVEMENT WITH RHMA. |
| Location Description | ORANGE COUNTY IN BREA AND FULLERTON ON ROUTE 57 FROM ASSOCIATED ROAD UNDERCROSSING TO 0.2 MILE SOUTH OF BIRCH STREET UNDERCROSSING AND ON ROUTE 90 FROM RANDOLPH AVENUE TO ROUTE 90/57 SEPARATION |
| QA Service Level | 1 (Verified on 10/07/2024) |
Sample Information
| Sample Taken Date | 11/05/2025 | Sample Unique Key | 93 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 11/05/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 RHMAG | The quantity of what the sample constitutes | 1/2 RHMAG |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jimmy |
| Last name of sampler or witnessed by | Pham | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 25-1057 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | RJ Noble Orange | |
| 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 | 1/2 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: 2025-11-05-93
DIME Test ID: 2025-11-05-93-2
Testing Lab: CT D12 - Huntington Beach Field Laboratory
Test Method: AASHTO T209-25: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-12-11
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: 11/12/2025
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: 1511.2 grams
Mass of container filled with the sample and water for Sample 1: 8205.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.456
Theoretical maximum density at 25°C (77°F): 152.9 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-0095 | 104.65 KB | 12/01/2025 | 2025-11-05-93-2 | Info |
Test was verified on 12/11/2025 ✔