Test 2021-07-15-25-7 (AASHTO T350-19) Summary

Project Information
Project IdentifiersProject ID: 55556
Work DescriptionSpecial project for submitting Sample information for Oregon Corp. Research.
Location DescriptionNot set
Sample Information
Sample Taken Date7/15/2021 Sample Unique Key25
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 testing7/21/2021
Sample typeProficiency A brief description of the samplePG58V-22
The quantity of what the sample constitutes1 of 1 can From where was the sample collectedSource
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameUS Oil Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-22
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-07-15-25
DIME Test ID: 2021-07-15-25-7
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: 2021-08-12
Test Results

Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 08/12/2021
PG test temperature: 58.0 C
Average percent recovery at 0.1 kPa: 80.2300 %
Average percent recovery at 3.2 kPa: 66.5900 %
Nonrecoverable creep compliance: 0.1269
Nonrecoverable creep compliance: 0.2275
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 79.3400 %
General comments (publicly viewable) (Max 1000 characters): MSCR @ 58c

Test was verified on 08/12/2021