Summary for Test 2023-08-18-78-6
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 | 08/18/2023 | Sample Unique Key | 78 |
---|---|---|---|
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 | 08/30/2023 |
Sample type | Proficiency | A brief description of the sample | Sample 340 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Oregon Coop | Last name of sampler or witnessed by | Oregon Coop |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Oregon Coop | 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 | 15817 | |
Time of sample | HMA Supplier | U.S. Oil & Refining Co. | |
Certified Asphalt Supplier | Western Emulsions -White City Emulsion Plant - White City OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-08-18-78
DIME Test ID: 2023-08-18-78-6
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: 2023-09-07
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 09/07/2023
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 50.3700 %
Average percent recovery at 3.2 kPa: 29.3600 %
Nonrecoverable creep compliance: 0.5773
Nonrecoverable creep compliance: 0.8638
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 49.6300 %
General comments (publicly viewable) (Max 1000 characters): MSCR
Test was verified on 9/7/2023 ✔