Summary for Test 2021-06-28-23-5

Test performed: AASHTO T350-19

Project Information

Project IdentifiersProject ID: 55556
DEA: OCR
EFIS: OCR
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for Oregon Corp. Research.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date06/28/2021 Sample Unique Key23
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 testing07/01/2021
Sample typeProficiency A brief description of the samplePG70-28ER
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Vancouver 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 70-22
Modified Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-28-23
DIME Test ID: 2021-06-28-23-5
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: 2021-07-19

Test Results


Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 07/07/2021
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 62.1500 %
Average percent recovery at 3.2 kPa: 34.2400 %
Nonrecoverable creep compliance: 0.4833
Nonrecoverable creep compliance: 0.9372
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 93.9300 %
General comments (publicly viewable) (Max 1000 characters): MSCR

Test was verified on 7/19/2021