Summary for Test 2025-12-09-31-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1001056 DEA: 112N2074 EFIS: 1123000286 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54,805-Var |
| Award Date | 05/23/2025 |
| Closeout Date | Not set |
| Work Description | GRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 12/09/2025 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 12/10/2025 |
| Sample type | Production Start-Up | 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 | Mohammed | Last name of sampler or witnessed by | Masud |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 320200 Otay Val | |
| Binder content (%) | 4.9 | Virgin binder PG | PG58-16 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 22 | WMA Additives | No |
| Antistrip type | None |
Test Details
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DIME Sample ID: 2025-12-09-31
DIME Test ID: 2025-12-09-31-2
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-12-16
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: Daniel Smith
Date of test: 12/18/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7475.6 grams
Mass of oven-dry sample in air for Sample 1: 1553.7 grams
Mass of container filled with the sample and water for Sample 1: 8408.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.502
Theoretical maximum density at 25°C (77°F): 155.7 lb/ft^3
General comments (publicly viewable) (Max 1000 characters): Complies Target 2.495 Gmm Tested 2.502 Gmm
Test was verified on 12/16/2025 ✔