Summary for Test 2026-07-01-1-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1001117 DEA: 033G4304 EFIS: 0324000127 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-89-0.0/8.5 |
| Award Date | 06/06/2025 |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT AND HMA (TYPE A) OVERLAY. |
| Location Description | EL DORADO COUNTY NEAR MEYERS FROM ALPINE COUNTY LINE TO POMO STREET |
| QA Service Level | 1 (Verified on 04/02/2025) |
Sample Information
| Sample Taken Date | 07/01/2026 | 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 | 07/01/2026 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2"HMA-A-SP12%RAP |
| The quantity of what the sample constitutes | 2 boxes 250 tons out | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Eduardo | Last name of sampler or witnessed by | Paniagua |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Tahoe Asphalt | 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 | 1 |
| Sublot number | 13 | HMA Mix Number | 2001 |
| Binder content (%) | 5.2 | Virgin binder PG | PG 64-28 |
| Design binder PG | PG 64-28 | Binder Supplier | VSS Emultech |
| RAP content (%) | 12 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-07-01-1
DIME Test ID: 2026-07-01-1-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2026-07-02
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: KHUE YANG
Date of test: 07/02/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7402.5 grams
Mass of oven-dry sample in air for Sample 1: 2610.8 grams
Mass of container filled with the sample and water for Sample 1: 8996.2 grams
Temperature of Water: 25 °F
Specific Gravity for Sample 1: 2.567
Theoretical maximum density at 25°C (77°F): 2560 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2026 ✔