Summary for Test 2026-07-08-8-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001389 DEA: 030J5204 EFIS: 0319000293 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV,PLA-20-Var |
| Award Date | 11/17/2025 |
| Closeout Date | Not set |
| Work Description | CAPITAL PREVENTIVE MAINTENANCE (CAPM) - COLD PLANE AC PVMT, HMA (TYPE A), & DRAINAGE SYSTEMS. |
| Location Description | NEVADA AND PLACER COUNTIES AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF DOW ROAD TO 0.5 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 07/21/2025) |
Sample Information
| Sample Taken Date | 07/08/2026 | Sample Unique Key | 8 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/08/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA W/25% RAP 58-22 | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Michael |
| Last name of sampler or witnessed by | Chittenden | Title of sampler | Field Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River Construction - Hallwood | |
| 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 | 4 |
| Sublot number | 6 | HMA Mix Number | HR22771900 |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-07-08-8
DIME Test ID: 2026-07-08-8-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2026-07-09
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: Joshua Wilson
Date of test: 07/08/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7402.5 grams
Mass of oven-dry sample in air for Sample 1: 2680 grams
Mass of container filled with the sample and water for Sample 1: 9038.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.567
Theoretical maximum density at 25°C (77°F): 2559.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2026 ✔