Summary for Test 2026-06-25-101-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001940 DEA: 023J52U4 EFIS: 0225000084 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-15.7/16.4 |
| Award Date | 01/12/2026 |
| Closeout Date | 09/25/2026 |
| Work Description | Horse Gulch Combined |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 02/04/2026) |
Sample Information
| Sample Taken Date | 06/25/2026 | Sample Unique Key | 101 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/01/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 2 CANS OF BINDER | The quantity of what the sample constitutes | 2, 1 QUART CANS |
| From where was the sample collected | Source | First name of sampler or witnessed by | C |
| Last name of sampler or witnessed by | BRYANT | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 080205 | |
| Linked DIME Sample ID | 2026-06-25-85 | The fabricator/manufacturer/facility name | JF SHEA CLEAR CREEK |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | 875927 | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
|---|---|---|---|
| Modified | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | JF SHEA CLEAR CREEK | |
| Certified Asphalt Supplier | Albina Asphalt - Klamath Falls - Klamath Falls OR | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number | ||
| HMA Type | Not set | HMA Supplier Mix ID Number | Not set |
Test Details
DIME Sample ID: 2026-06-25-101
DIME Test ID: 2026-06-25-101-1
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: 2026-07-15
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 07/15/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.289 kPa
Phase Angle (δ) (for the 10 cycles): 84.8 degree
Complex Modulus (G*) (for the 10 measurements): 2.400 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.41 kPa
General comments (publicly viewable) (Max 1000 characters): OG
Test was verified on 7/15/2026 ✔
