Summary for Test 2025-09-05-45-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000778 DEA: 120U9704 EFIS: 1224000063 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-22-0.0/R5.1 |
| Award Date | 12/24/2024 |
| Closeout Date | Not set |
| Work Description | PLACE JPCP(RSC) RANDOM, LCB, RHMA, REMOVE CONC PVMT AND BASE. |
| Location Description | ORANGE COUNTY FROM LOS ANGELES COUNTY LINE TO 0.1 MILE EAST OF ROUTE 22/605 SEPARATION AND FROM BOLSA CHICA ROAD OVERCROSSING TO 0.3 MILE EAST OF MAGNOLIA STREET UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/04/2024) |
Sample Information
| Sample Taken Date | 09/05/2025 | Sample Unique Key | 45 |
|---|---|---|---|
| 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 | 09/05/2025 |
| 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 | David | Last name of sampler or witnessed by | Nguyen |
| Title of sampler | Telephone number of sampler | 9492798470 | |
| Laboratory sample identification | 25-0880 | 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
DIME Sample ID: 2025-09-05-45
DIME Test ID: 2025-09-05-45-2
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: 2025-10-06
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: 09/09/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7309 grams
Mass of oven-dry sample in air for Sample 1: 1507.5 grams
Mass of container filled with the sample and water for Sample 1: 8198.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.438
Theoretical maximum density at 25°C (77°F): 151.8 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-0078 | 104.49 KB | 09/11/2025 | 2025-09-05-45-2 | Info |
Test was verified on 10/6/2025 ✔
