Summary for Test 2025-10-30-68-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 10/30/2025 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 11/10/2025 |
| Sample type | Acceptance | A brief description of the sample | 16 boxes of Lime Treated 3/4-inch HMA-A w/15% RAP, PG 64-28 M from Pacific Northwest - Stockton, Ca |
| The quantity of what the sample constitutes | 1300 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Reilly | Last name of sampler or witnessed by | Melvin |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | D80120 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Western NV Materials, Spanish Springs | Transportation Laboratory (TL) Number | 875190 |
| 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 (%) | 4.7 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Pacific Northwest (Stockton, CA) |
| RAP content (%) | 15 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-10-30-68
DIME Test ID: 2025-10-30-68-1
Testing Lab: CT D02 - Redding 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: 2025-12-01
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: Josh Ferency
Date of test: 11/12/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331 grams
Mass of oven-dry sample in air for Sample 1: 2593.2 grams
Mass of container filled with the sample and water for Sample 1: 8887.7 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.502
Theoretical maximum density at 25°C (77°F): 2494.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.502
Test was verified on 12/1/2025 ✔