Test 2021-03-01-19-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 55555
DEA: AMRL
EFIS: AMRL
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for AASHTO Materials Reference Laboratory (AMRL).
Location DescriptionNot set
Sample Information
Sample Taken Date3/1/2021 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 testing3/8/2021
Sample typeInformational A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 can, Due March 25 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 Laboratory sample identification311
The fabricator/manufacturer/facility nameUS OIL REFINING CO 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 70-10
ModifiedNo Lot number
Sublot number Tank number3002
Time of sample23:28:00 HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNot set
Multigrade TypeNot set HMA Design ID
Test Details
DIME Sample ID: 2021-03-01-19
DIME Test ID: 2021-03-01-19-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2021-03-10
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Harish Thaur
Date of test: 03/10/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 40.602 kPa
Phase Angle (δ) (for the 10 cycles): 40.2 degree
Complex Modulus (G*) (for the 10 measurements): 4058.350 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2619 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 03/10/2021