Summary for Test 2026-07-24-45-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1002030 DEA: 020J7604 EFIS: 0219000157 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-3-67.7/T85.06 |
| Award Date | 02/18/2026 |
| Closeout Date | Not set |
| Work Description | Tangle Blue CAPM |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 04/06/2026) |
Sample Information
| Sample Taken Date | 07/24/2026 | Sample Unique Key | 45 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/27/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and PG 58-22 from Albina - K-Falls, Or. | The quantity of what the sample constitutes | Production Start Up Evaluation |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Joe |
| Last name of sampler or witnessed by | Delgado | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | D80307 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc. - Northstate Asphalt (Redding CA) | |
| Transportation Laboratory (TL) Number | 846252 | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.2 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Albina (Klamath Falls, OR) |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-24-45
DIME Test ID: 2026-07-24-45-1
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: 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: Josh Ferency
Date of test: 07/27/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331.1 grams
Mass of oven-dry sample in air for Sample 1: 1587.8 grams
Mass of container filled with the sample and water for Sample 1: 8289.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.521
Theoretical maximum density at 25°C (77°F): 2513.7 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.521
Test was verified on 9/2/2026 ✔