Summary for Test 2021-10-01-19-7
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 | 10/01/2021 | Sample Unique Key | 19 |
---|---|---|---|
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 | 10/18/2021 |
Sample type | Proficiency | A brief description of the sample | SAMPLE ID: 319 |
The quantity of what the sample constitutes | 1 CAN | From where was the sample collected | Source |
First name of sampler or witnessed by | WAYNE D. | Last name of sampler or witnessed by | OREGON COOP |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 319 | 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 76-22 M |
---|---|---|---|
Modified | Yes | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Oregon Corp - Salem OR | Multigrade | No |
Multigrade Type | Asphalt Binder Mix Number | Not set |
Test Details
DIME Sample ID: 2021-10-01-19
DIME Test ID: 2021-10-01-19-7
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: 2021-11-05
Test Results
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/05/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 94.5500 %
Average percent recovery at 3.2 kPa: 90.1300 %
Nonrecoverable creep compliance: 0.0388
Nonrecoverable creep compliance: 0.0674
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 79.7400 %
General comments (publicly viewable) (Max 1000 characters): mscr
Test was verified on 11/5/2021 ✔