Summary for Test 2024-05-25-1-4
Test performed: AASHTO T315-22Project Information
| Project Identifiers | Project ID: 55556 DEA: OCR EFIS: OCR |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Sample information for Oregon Corp. Research. |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 05/25/2024 | Sample Unique Key | 1 |
|---|---|---|---|
| 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 | 05/28/2024 |
| Sample type | Proficiency | A brief description of the sample | #349 |
| The quantity of what the sample constitutes | 1 CAN, PG 64-28 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | WAYNE | Last name of sampler or witnessed by | BROWN |
| Title of sampler | ODOT PETRO CREW LEADER | Telephone number of sampler | 503-986-3074 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Ergon A&E Spokane | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Asphalt Binder | Performance Grade | PG 64-28 |
|---|---|---|---|
| Modified | No | Lot number | |
| Sublot number | Tank number | ||
| Time of sample | HMA Supplier | ||
| Certified Asphalt Supplier | Oregon Coop | Multigrade | No |
| Multigrade Type | Asphalt Binder Mix Number |
Test Details
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DIME Sample ID: 2024-05-25-1
DIME Test ID: 2024-05-25-1-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-06-11
Test Results
Phase: PAV residue
Input Type: Measured
Tester's full name: Hamidullah Barati
Date of test: 05/31/2024
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 23.806 kPa
Phase Angle (δ) (for the 10 cycles): 47.8 degree
Complex Modulus (G*) (for the 10 measurements): 2368.704 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 1755 kPa
General comments (publicly viewable) (Max 1000 characters): PAV
Test was verified on 6/11/2024 ✔