Summary for Test 2025-06-17-109-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-89-12.9/20.0,20.6/21.0 |
| Award Date | 12/20/2024 |
| Closeout Date | 02/26/2026 |
| Work Description | HMA OVERLAY. |
| Location Description | PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE |
| QA Service Level | 1 (Verified on 09/24/2024) |
Sample Information
| Sample Taken Date | 06/17/2025 | Sample Unique Key | 109 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2025 | Sample type | Quality Assurance |
| A brief description of the sample | PG 58-22 PSE | The quantity of what the sample constitutes | 2 Cans |
| From where was the sample collected | Source | First name of sampler or witnessed by | Damion |
| Last name of sampler or witnessed by | Farley | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Ward Lake Plant | |
| Transportation Laboratory (TL) Number | 857987 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Ward Lake Plant | |
| Certified Asphalt Supplier | Albina Asphalt (Klamath Falls Plant) - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
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DIME Sample ID: 2025-06-17-109
DIME Test ID: 2025-06-17-109-1
Testing Lab: Atlas - Denver
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2025-07-25
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Atlas
Date of test: 07/14/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.174 kPa
Phase Angle (δ) (for the 10 cycles): 85.9 degree
Complex Modulus (G*) (for the 10 measurements): 1.441 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.44 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 7/25/2025 ✔