Summary for Test 2021-10-01-19-5

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 Date10/01/2021 Sample Unique Key19
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 testing10/18/2021
Sample typeProficiency A brief description of the sampleSAMPLE ID: 319
The quantity of what the sample constitutes1 CAN From where was the sample collectedSource
First name of sampler or witnessed byWAYNE D. Last name of sampler or witnessed byOREGON COOP
Title of sampler Telephone number of sampler
Laboratory sample identification319 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 76-22 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 NumberNot set

Test Details

DIME Sample ID: 2021-10-01-19
DIME Test ID: 2021-10-01-19-5
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: 2021-11-05

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Juan Gomez
Date of test: 11/05/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 11.487 kPa
Phase Angle (δ) (for the 10 cycles): 59.0 degree
Complex Modulus (G*) (for the 10 measurements): 1148.758 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 985 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 11/5/2021