Summary for Test 2026-06-08-27-3
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 1001389 DEA: 030J5204 EFIS: 0319000293 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV,PLA-20-Var |
| Award Date | 11/17/2025 |
| Closeout Date | Not set |
| Work Description | CAPITAL PREVENTIVE MAINTENANCE (CAPM) - COLD PLANE AC PVMT, HMA (TYPE A), & DRAINAGE SYSTEMS. |
| Location Description | NEVADA AND PLACER COUNTIES AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF DOW ROAD TO 0.5 MILE EAST OF YUBA PASS SEPARATION AND OVERHEAD |
| QA Service Level | 1 (Verified on 07/21/2025) |
Sample Information
| Sample Taken Date | 06/08/2026 | Sample Unique Key | 27 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 58-22 | The quantity of what the sample constitutes | 1 Can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Eddie |
| Last name of sampler or witnessed by | Paniagua | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Knife River - Hallwood | |
| Transportation Laboratory (TL) Number | 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 | Lot number | ||
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | Knife River Hallwood | |
| Certified Asphalt Supplier | Pacific Northwest Oil - Stockton CA | 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: 2026-06-08-27
DIME Test ID: 2026-06-08-27-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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: 2026-06-24
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Amare Tefera
Date of test: 06/24/2026
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.06 %
Stress Amplitude: 0.237 kPa
Phase Angle (δ) (for the 10 cycles): 87.5 degree
Complex Modulus (G*) (for the 10 measurements): 1.965 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 1.97 kPa
General comments (publicly viewable) (Max 1000 characters): OG RETEST @ 58
Test was verified on 6/24/2026 ✔