Summary for Test 2026-08-09-10-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 215343 DEA: 031J1704 EFIS: 0320000114 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-89-13.0/21.6,0.0/0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | DRAINAGE IMPROVEMENTS. |
| Location Description | PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE ON ROUTE 89 FROM 0.8 MILE NORTH OF ALPINE MEADOWS ROAD TO NEVADA COUNTY AND FROM PLACER COUNTY LINE TO ROUTE 80 |
| QA Service Level | 1 (Verified on 02/19/2021) |
Sample Information
| Sample Taken Date | 08/09/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/11/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA-SP | The quantity of what the sample constitutes | 2 boxes |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Eric |
| Last name of sampler or witnessed by | Quintana | Title of sampler | IQA FIELD INSPECTOR |
| Telephone number of sampler | 5304911271 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert Martis Valley | |
| 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 | 2 |
| Sublot number | 13 | HMA Mix Number | 30540732407M |
| Binder content (%) | 5.2 | Virgin binder PG | PG 64-28 |
| Design binder PG | PG 64-28 | Binder Supplier | Marathon (PNAC) |
| RAP content (%) | 12 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-08-09-10
DIME Test ID: 2026-08-09-10-1
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: 2026-08-13
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: 08/12/2026
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: 2636.3 grams
Mass of container filled with the sample and water for Sample 1: 8971.5 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.47
Theoretical maximum density at 25°C (77°F): 2462.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/13/2026 ✔