Summary for Test 2026-08-16-10-1
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 | 08/16/2026 | Sample Unique Key | 10 |
|---|---|---|---|
| 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 | 08/17/2026 |
| 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 | 3 |
| Sublot number | 3 | 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: 2026-08-16-10
DIME Test ID: 2026-08-16-10-1
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: 2026-08-20
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: 08/19/2026
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: 2613 grams
Mass of container filled with the sample and water for Sample 1: 8956.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.468
Theoretical maximum density at 25°C (77°F): 2460.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2026 ✔