Summary for Test 2025-01-11-1-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000578 DEA: 112N1704 EFIS: 1122000283 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-15.72-28.3 |
| Award Date | 05/20/2024 |
| Closeout Date | 06/09/2025 |
| Work Description | Bridge Preservation |
| Location Description | In San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing |
| QA Service Level | 1 (Verified on 09/03/2024) |
Sample Information
| Sample Taken Date | 01/11/2025 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 01/14/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derrick | Last name of sampler or witnessed by | McCovy |
| Title of sampler | TET | Telephone number of sampler | 6193722435 |
| Laboratory sample identification | 1601-PSU | Linked DIME Sample ID | 2025-01-11-02 |
| The fabricator/manufacturer/facility name | Vulcan Otay | 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 | 220817 Otay Val | |
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-01-11-1
DIME Test ID: 2025-01-11-1-2
Testing Lab: CT D11 - District 11 Materials 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: 2025-01-16
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: Daniel Smith
Date of test: 01/15/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 2546.6 grams
Mass of container filled with the sample and water for Sample 1: 9012.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.523
Theoretical maximum density at 25°C (77°F): 157.0 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target 2.515 Tested 2.523
Test was verified on 1/16/2025 ✔