Summary for Test 2026-07-30-102-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-89-21/R34.622 |
| Award Date | 08/05/2025 |
| Closeout Date | Not set |
| Work Description | MCCLOUD CAPM - PAVEMENT REHABILITATION |
| Location Description | IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5 |
| QA Service Level | 1 (Verified on 08/12/2024) |
Sample Information
| Sample Taken Date | 07/30/2026 | Sample Unique Key | 102 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/30/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 16 boxes of Lime Treated 3/8-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 Tester |
| Telephone number of sampler | Laboratory sample identification | D80321 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | |
| Transportation Laboratory (TL) Number | 846272 | 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.8 | 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% Lime |
Test Details
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DIME Sample ID: 2026-07-30-102
DIME Test ID: 2026-07-30-102-1
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: 2026-09-14
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: 07/31/2026
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: 1557.5 grams
Mass of container filled with the sample and water for Sample 1: 8260.4 grams
Temperature of Water: 79 °F
Specific Gravity for Sample 1: 2.479
Theoretical maximum density at 25°C (77°F): 2471.8 kg/m^3
General comments (publicly viewable) (Max 1000 characters): Gmm=2.479
Test was verified on 9/14/2026 ✔