Summary for Test 2026-02-04-27-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 995202 DEA: 033H6104 EFIS: 0318000019 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-80-42.7/49.3 |
| Award Date | 02/15/2024 |
| Closeout Date | Not set |
| Work Description | RDWY EXC, HMA, JPCP, ALT PIPELINER, STEEL SOLDIER PILE, MOD LTG SYSTEM |
| Location Description | PLACER COUNTY ABOUT 9.4 MILES NORTH OF COLFAX FROM 0.5 MILE WEST OF MONTE VISTA OVERCROSSING TO 0.3 MILE EAST OF DRUM FOREBAY OVERCROSSING |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 02/04/2026 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/06/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 2 Boxes | The quantity of what the sample constitutes | 3/4" HMA w/ 25% RAP |
| From where was the sample collected | Source | First name of sampler or witnessed by | David |
| Last name of sampler or witnessed by | Drane | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | Daily 26-002 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | DeSilva Gates Marysville | |
| Transportation Laboratory (TL) Number | C765574 | 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 | 1 |
| Sublot number | 1 | HMA Mix Number | MD 6736 |
| Binder content (%) | 4.7 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-02-04-27
DIME Test ID: 2026-02-04-27-1
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: 2026-02-10
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: 02/09/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7405.2 grams
Mass of oven-dry sample in air for Sample 1: 2521.3 grams
Mass of container filled with the sample and water for Sample 1: 8938.9 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.553
Theoretical maximum density at 25°C (77°F): 2545.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/10/2026 ✔