Summary for Test 2025-04-30-60-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000905 DEA: 120V0004 EFIS: 1224000066 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-261-3.5/6.2 |
| Award Date | 03/12/2025 |
| Closeout Date | 08/29/2025 |
| Work Description | COLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT. |
| Location Description | ORANGE COUNTY IN IRVINE AND ORANGE FROM 0.6 MILE NORTH OF PORTOLA PARKWAY OVERCROSSING TO JUNCTION ROUTE 241 |
| QA Service Level | 1 (Verified on 01/23/2025) |
Sample Information
| Sample Taken Date | 04/30/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 04/30/2025 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2 RWMAG |
| The quantity of what the sample constitutes | 1/2 RWMAG | 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 | ||
| Laboratory sample identification | 25-0408 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2025-04-30-60
DIME Test ID: 2025-04-30-60-1
Testing Lab: CT D12 - Huntington Beach Field 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: 2025-05-23
Test Results
Number of tests: 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: 05/05/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7309 grams
Mass of oven-dry sample in air for Sample 1: 1513 grams
Mass of container filled with the sample and water for Sample 1: 8197.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.424
Theoretical maximum density at 25°C (77°F): 150.9 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-0033 | 105.23 KB | 05/14/2025 | 2025-04-30-60-1 | Info |
Test was verified on 5/23/2025 ✔