Summary for Test 2024-05-02-24-7
Test performed: AASHTO T350-19Project 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-05-02-24
DIME Test ID: 2024-05-02-24-7
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Test Release Date: 2024-05-22
Test Results
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/21/2024
PG test temperature: 58 C
Average percent recovery at 0.1 kPa: 55.05 %
Average percent recovery at 3.2 kPa: 39.83 %
Nonrecoverable creep compliance: 0.2129
Nonrecoverable creep compliance: 0.3023
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 42.02 %
General comments (publicly viewable) (Max 1000 characters): MSCR @ 58C
Test was verified on 5/22/2024 ✔