Summary for Test 2025-12-11-33-1
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 |
|---|---|
| DIST-CO-RTE-PM | 02-TRI-299-15.0/25.7 |
| Award Date | 08/09/2024 |
| Closeout Date | 06/23/2026 |
| Work Description | RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL. |
| Location Description | TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD |
| QA Service Level | 1 (Verified on 04/30/2024) |
Sample Information
| Sample Taken Date | 12/11/2025 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/12/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-16) with 23.6% RAP and virgin PG 58-22 binder from Valero - Benicia | 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 | CGI |
| Last name of sampler or witnessed by | CGI | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80131 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 87675 | 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 (%) | 4.6 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 24 | WMA Additives | No |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2025-12-11-33
DIME Test ID: 2025-12-11-33-1
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: 2025-12-31
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: 12/16/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7330.5 grams
Mass of oven-dry sample in air for Sample 1: 2668.4 grams
Mass of container filled with the sample and water for Sample 1: 8971.0 grams
Temperature of Water: 77.9 °F
Specific Gravity for Sample 1: 2.596
Theoretical maximum density at 25°C (77°F): 2588 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.596
Test was verified on 12/31/2025 ✔