Summary for Test 2026-08-27-22-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001641 DEA: 030J4004 EFIS: 0319000280 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.7/22.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA, RCP, CONC BARRIER, & STRUCTURAL CONC. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM 0.1 MILE WEST OF CARSON ROAD OVERCROSSING TO 5 MILE ROAD AND FROM 1.0 MILE EAST OF CAMINO HEIGHTS ROAD TO 0.3 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/12/2025) |
Sample Information
| Sample Taken Date | 08/27/2026 | Sample Unique Key | 22 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/28/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA64-16R25 | The quantity of what the sample constitutes | 2 Boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Jesus |
| Last name of sampler or witnessed by | Tostado | Title of sampler | Materials Tester |
| Telephone number of sampler | 8315884727 | 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 | 2 |
| Sublot number | 1 | HMA Mix Number | 15420 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2026-08-27-22
DIME Test ID: 2026-08-27-22-1
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: 2026-09-02
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: 09/01/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7342 grams
Mass of oven-dry sample in air for Sample 1: 2642 grams
Mass of container filled with the sample and water for Sample 1: 8954.2 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.566
Theoretical maximum density at 25°C (77°F): 2558.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/2/2026 ✔