Summary for Test 2026-08-20-27-1
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 | 08/20/2026 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 08/21/2026 |
| 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 | Sergio | 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 | |
| Sublot number | 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
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DIME Sample ID: 2026-08-20-27
DIME Test ID: 2026-08-20-27-1
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: 2026-08-26
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: 08/25/2026
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: 2611.9 grams
Mass of container filled with the sample and water for Sample 1: 8988.8 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.547
Theoretical maximum density at 25°C (77°F): 2539.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/26/2026 ✔