Summary for Test 2025-02-10-34-4
Test performed: AASHTO T315-24Project Information
| Project Identifiers | Project ID: 44444 DEA: ASCP EFIS: ASCP |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Asphalt Supplier Certification Program. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/10/2025 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/10/2025 | Sample type | Verification |
| A brief description of the sample | Blender | The quantity of what the sample constitutes | 1 can |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Luis |
| Last name of sampler or witnessed by | Torres | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 250210-5834M-02 | |
| Linked DIME Sample ID | 2025-02-10-33 | The fabricator/manufacturer/facility name | White City, OR |
| 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 58-34 M |
|---|---|---|---|
| Modified | Yes | Lot number | |
| Sublot number | Tank number | Blender | |
| Time of sample | 12:00pm | HMA Supplier | |
| Certified Asphalt Supplier | Western Emulsions -White City Emulsion Plant - White City 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: 2025-02-10-34
DIME Test ID: 2025-02-10-34-4
Testing Lab: Atlas - Texas
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: 2025-03-28
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Atlas Texas
Date of test: 03/18/2025
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.01 %
Stress Amplitude: 33.412 kPa
Phase Angle (δ) (for the 10 cycles): 50.1 degree
Complex Modulus (G*) (for the 10 measurements): 3324.472 kPa
Test Temperature (Specimen 1): 16.0 C
(G*) x sin(δ)=: 2550 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 3/28/2025 ✔
