Summary for Test 2023-04-01-4-6

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 Date04/01/2023 Sample Unique Key4
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 testing04/07/2023
Sample typeProficiency A brief description of the sampleApril 2023. Sample 334
The quantity of what the sample constitutes1 Can From where was the sample collectedManufacturer
First name of sampler or witnessed byOregon Coop Last name of sampler or witnessed byOregon Coop
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameOregon Coop 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 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-04-01-4
DIME Test ID: 2023-04-01-4-6
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: 2023-04-12

Test Results


Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 04/11/2023
PG test temperature: 64.0 C
Average percent recovery at 0.1 kPa: 64.2800 %
Average percent recovery at 3.2 kPa: 33.1700 %
Nonrecoverable creep compliance: 0.7717
Nonrecoverable creep compliance: 1.6186
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa: 109.7400 %
General comments (publicly viewable) (Max 1000 characters): MSCR

Test was verified on 4/12/2023