Summary for Test 2022-06-24-41-8

Test performed: AASHTO T315-20

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 Date06/24/2022 Sample Unique Key41
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 testing07/07/2022
Sample typeProficiency A brief description of the samplesample id: 327
The quantity of what the sample constitutes1 CAN From where was the sample collectedOther
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 nameAlbina asphalt 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 numbertk-4
Time of sample HMA Supplier
Certified Asphalt SupplierOregon Corp - Salem OR MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-24-41
DIME Test ID: 2022-06-24-41-8
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-26

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 07/11/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.119 kPa
Phase Angle (δ) (for the 10 cycles): 75.8 degree
Complex Modulus (G*) (for the 10 measurements): 0.995 kPa
Test Temperature (Specimen 1): 70.0 C
Dynamic Shear, G*/sin(δ): 1.03 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG 2ND

Test was verified on 7/26/2022