Summary for Test 2025-10-22-38-1
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 994539 DEA: 021H58U4 EFIS: 0223000059 |
|---|---|
| DIST-CO-RTE-PM | 02-PLU-70-58.2/R78.4 |
| Award Date | 06/27/2023 |
| Closeout Date | Not set |
| Work Description | RECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK. |
| Location Description | PLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/08/2023) |
Sample Information
| Sample Taken Date | 10/22/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| 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 | 11/03/2025 |
| Sample type | Quality Assurance | A brief description of the sample | PG 64-28M |
| The quantity of what the sample constitutes | 2 Cans | From where was the sample collected | Source |
| First name of sampler or witnessed by | QC Personal | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Western Nevada Materials Spanish Springs | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 972023 | Structure unique identifier | |
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 M |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2025-10-22-38
DIME Test ID: 2025-10-22-38-1
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: 2025-11-20
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Erik Svensson
Date of test: 11/12/2025
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.333 kPa
Phase Angle (δ) (for the 10 cycles): 62.8 degree
Complex Modulus (G*) (for the 10 measurements): 2.758 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.10 kPa
General comments (publicly viewable) (Max 1000 characters): Original
Test was verified on 11/20/2025 ✔