Summary for Test 2025-12-19-13-2
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000762 DEA: 11430364 EFIS: 1118000109 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-79-20.2/53.0 |
| Award Date | 03/19/2025 |
| Closeout Date | Not set |
| Work Description | CULVERT REPAIR, GUARDRAIL, FLASHING BEACON AND SIGN REPLACEMENTS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM WEST JUNCTION ROUTE 78 TO RIVERSIDE COUNTY LINE |
| QA Service Level | 1 (Verified on 05/02/2025) |
Sample Information
| Sample Taken Date | 12/19/2025 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 12/19/2025 |
| Sample type | Quality Assurance | A brief description of the sample | Plant Sample |
| The quantity of what the sample constitutes | 4 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 | Martin Marietta | 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 | 23417105 | |
| Binder content (%) | 4.5 | Virgin binder PG | PG58-16 |
| Design binder PG | PG58-16 | Binder Supplier | Valero |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | Liquid |
Test Details
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DIME Sample ID: 2025-12-19-13
DIME Test ID: 2025-12-19-13-2
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: 2026-01-14
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/02/2026
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: 2553.6 grams
Mass of container filled with the sample and water for Sample 1: 9011.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.51
Theoretical maximum density at 25°C (77°F): 2502.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/14/2026 ✔