Summary for Test 2026-09-28-14-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001568 DEA: 033H51U4 EFIS: 0325000094 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-49-R10.3/R13.8 |
| Award Date | 12/10/2025 |
| Closeout Date | Not set |
| Work Description | RDWY EXCAVATION, PLACE HMA, TRENCHLESS CULVERTS, AND RETAINING WALLS. |
| Location Description | NEVADA COUNTY NEAR GRASS VALLEY FROM 0.2 MILE SOUTH OF LA BARR MEADOWS ROAD TO 0.1 MILE NORTH OF SOUTH GRASS VALLEY OVERCROSSING |
| QA Service Level | 1 (Verified on 09/17/2025) |
Sample Information
| Sample Taken Date | 09/28/2026 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/29/2026 | Sample type | Quality Assurance |
| A brief description of the sample | Lot 1, sub lot 7, 2 boxes HMA for oil content | The quantity of what the sample constitutes | 2 boxes HMA |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | ALONZO |
| Last name of sampler or witnessed by | Montanez | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Bradshaw | |
| 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 | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-09-28-14
DIME Test ID: 2026-09-28-14-1
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: 2026-10-01
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: 09/30/2026
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: 2657.4 grams
Mass of container filled with the sample and water for Sample 1: 9040.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.608
Theoretical maximum density at 25°C (77°F): 2600.4 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/1/2026 ✔