Summary for Test 2025-10-20-38-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36- |
| Award Date | 07/30/2024 |
| Closeout Date | Not set |
| Work Description | D2 Park Fire DO |
| Location Description | Various Locations |
| QA Service Level | 1 (Verified on 10/22/2025) |
Sample Information
| Sample Taken Date | 10/20/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/20/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA) | 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 | Brandon |
| Last name of sampler or witnessed by | White | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D80098 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 858149 | 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 (%) | 5.3 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | Lime |
Test Details
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DIME Sample ID: 2025-10-20-38
DIME Test ID: 2025-10-20-38-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2025-11-10
Test Results
Number of Samples: 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: 10/21/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7331.0 grams
Mass of oven-dry sample in air for Sample 1: 1708.2 grams
Mass of container filled with the sample and water for Sample 1: 8366.5 grams
Temperature of Water: 77.5 °F
Specific Gravity for Sample 1: 2.539
Theoretical maximum density at 25°C (77°F): 2532 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.539
Test was verified on 11/10/2025 ✔