Test 2020-09-30-14-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 44444
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date9/30/2020 Sample Unique Key14
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 testing10/6/2020
Sample typeVerification A brief description of the samplereceived 1 can each of PG64-10/16
The quantity of what the sample constitutes1 can From where was the sample collectedSource
First name of sampler or witnessed byPatrick Last name of sampler or witnessed bySandegeya
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility namePacific Northwest Oil - Stockton, CA Transportation Laboratory (TL) Number20209302
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2020-09-30-14
DIME Test ID: 2020-09-30-14-5
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: 2020-10-13
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/13/2020
Test Plate Diameter: 8 mm
Test Temperature: 28.0 C
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 35.281 kPa
Complex Modulus (G*) (for the 10 measurements): 3527.634 kPa
Phase Angle (δ) (for the 10 cycles): 50.4 degree
(G*) x sin(δ)=: 2718 kPa
General comments (publicly viewable) (Max 250 characters): Per 2018 Standard and Specifications

Test was verified on 10/13/2020