Summary for Test 2026-07-22-84-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000697 DEA: 021J75U4 EFIS: 0224000092 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-36-14.4/R16.8 |
| Award Date | 01/23/2025 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM. |
| Location Description | LASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD |
| QA Service Level | 1 (Verified on 10/24/2024) |
Sample Information
| Sample Taken Date | 07/22/2026 | Sample Unique Key | 84 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/22/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 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 | Dawn |
| Last name of sampler or witnessed by | Sloatermen | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D80302 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) | |
| Transportation Laboratory (TL) Number | 845878 | 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 (%) | 5.7 | Virgin binder PG | PG 64-28 |
| Design binder PG | Binder Supplier | Albina (Klamath Falls, OR) | |
| RAP content (%) | 22 | WMA Additives | |
| Antistrip type | 1.0% Lime |
Test Details
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DIME Sample ID: 2026-07-22-84
DIME Test ID: 2026-07-22-84-1
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: 2026-09-03
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: 07/23/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7330.6 grams
Mass of oven-dry sample in air for Sample 1: 2584.8 grams
Mass of container filled with the sample and water for Sample 1: 8870.2 grams
Temperature of Water: 76 °F
Specific Gravity for Sample 1: 2.473
Theoretical maximum density at 25°C (77°F): 2465.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.473
Test was verified on 9/3/2026 ✔