Summary for Test 2025-09-23-70-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 994859 DEA: 021H5904 EFIS: 0216000025 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-96-43.5,57.0 |
| Award Date | 08/07/2023 |
| Closeout Date | Not set |
| Work Description | REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING. |
| Location Description | SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK |
| QA Service Level | 1 (Verified on 08/10/2023) |
Sample Information
| Sample Taken Date | 09/23/2025 | Sample Unique Key | 70 |
|---|---|---|---|
| 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 | 09/23/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 16 boxes of Lime Treated 1/2-inch HMA-A PG 64-28M 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 | Giuliano | Last name of sampler or witnessed by | Giuntoli |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Mercer-Fraser Company, Willow Creek Plant, Willow Creek, CA | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 4.9 | Virgin binder PG | PG 64-28M |
| Design binder PG | PG 64-28M | Binder Supplier | Valero (Benicia, CA) |
| RAP content (%) | 0 | WMA Additives | No |
| Antistrip type | 1% Lime |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-09-23-70
DIME Test ID: 2025-09-23-70-1
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: 2025-10-09
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: 09/24/2025
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7331 grams
Mass of oven-dry sample in air for Sample 1: 1728 grams
Mass of container filled with the sample and water for Sample 1: 8398.5 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.616
Theoretical maximum density at 25°C (77°F): 2608.4 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.616
Test was verified on 10/9/2025 ✔