Summary for Test 2025-06-09-58-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 995482 DEA: 112T36U4 EFIS: 1122000243 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-37.4-52.6 |
| Award Date | 10/20/2023 |
| Closeout Date | Not set |
| Work Description | I-5 NCC SEGMENT 4C |
| Location Description | I-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing |
| QA Service Level | 1 (Verified on 11/20/2023) |
Sample Information
| Sample Taken Date | 06/09/2025 | Sample Unique Key | 58 |
|---|---|---|---|
| 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 | 06/11/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PSU |
| The quantity of what the sample constitutes | 16 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 | 25-06-09-58-PSU | Linked DIME Sample ID | 2025-06-09-59 |
| The fabricator/manufacturer/facility name | Vulcan | 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 | 21218080SR | |
| 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
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DIME Sample ID: 2025-06-09-58
DIME Test ID: 2025-06-09-58-2
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: 2025-06-24
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 06/24/2025
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: 1563.2 grams
Mass of container filled with the sample and water for Sample 1: 8395.0 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.428
Theoretical maximum density at 25°C (77°F): 2421 kg/m^3
General comments (publicly viewable) (Max 1000 characters): NON COMPLIANCE Target = 2.457 Tested 2 times 1st - 2.426 and 2nd- 2.428
Test was verified on 6/24/2025 ✔