Summary for Test 2024-05-02-24-8

Test performed: AASHTO T315-22

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 Date05/02/2024 Sample Unique Key24
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 testing05/07/2024
Sample typeProficiency A brief description of the sample#348
The quantity of what the sample constitutes1 CAN, PG 58-22 From where was the sample collectedManufacturer
First name of sampler or witnessed byWAYNE Last name of sampler or witnessed byBROWN
Title of samplerODOT PETRO CREW LEADER Telephone number of sampler503-986-3074
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMcCall Terminals 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
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierOregon Coop MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-05-02-24
DIME Test ID: 2024-05-02-24-8
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2024-05-22

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Karen Sawyer
Date of test: 05/21/2024
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.674 kPa
Phase Angle (δ) (for the 10 cycles): 73.3 degree
Complex Modulus (G*) (for the 10 measurements): 5.592 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 5.84 kPa
General comments (publicly viewable) (Max 1000 characters): ORIGINAL - RETEST

Test was verified on 5/22/2024