Summary for Test 2025-07-20-14-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001060 DEA: 112N2344 EFIS: 1124000192 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-15-0.4/T2.8 |
| Award Date | 05/20/2025 |
| Closeout Date | 01/05/2026 |
| Work Description | COLD PLANE AC, RHMA-G OVERLAY, PAVEMENT MARKING AND SHOULDER BACKING. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM MAIN STREET UNDERCROSSING TO 0.6 MILE NORTH OF ROUTE 15/94 SEPARATION |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 07/20/2025 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/21/2025 | Sample type | Per Request |
| A brief description of the sample | Plant Sample | The quantity of what the sample constitutes | 4 Boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | TET |
| Telephone number of sampler | 6199366795 | Laboratory sample identification | 25-07-20-14-A |
| Linked DIME Sample ID | 2025-07-20-15 | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326122 Otay SJR | |
| Binder content (%) | 7.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | San Joaquin Refinery |
| RAP content (%) | 0 | WMA Additives | Yes |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2025-07-20-14
DIME Test ID: 2025-07-20-14-2
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: 2025-08-19
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: Shawn Rivers
Date of test: 08/19/2025
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: 1504.8 grams
Mass of container filled with the sample and water for Sample 1: 8357.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.414
Theoretical maximum density at 25°C (77°F): 150.3 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Target - 2.418
Complies
Test was verified on 8/19/2025 ✔