Summary for Test 2024-05-02-24-2
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 | 05/02/2024 | Sample Unique Key | 24 |
---|---|---|---|
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 | 05/07/2024 |
Sample type | Proficiency | A brief description of the sample | #348 |
The quantity of what the sample constitutes | 1 CAN, PG 58-22 | 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 | McCall Terminals | 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 58-22 |
---|---|---|---|
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
DIME Sample ID: 2024-05-02-24
DIME Test ID: 2024-05-02-24-2
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: 2024-05-22
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/21/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.637 kPa
Phase Angle (δ) (for the 10 cycles): 73.2 degree
Complex Modulus (G*) (for the 10 measurements): 5.282 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 5.52 kPa
General comments (publicly viewable) (Max 1000 characters): OG @ 58C
Test was verified on 5/22/2024 ✔