Test 2021-04-30-17-5 (AASHTO T315-16) Summary

Project Information
Project IdentifiersProject ID: 44444
DEA: ASCP
EFIS: ASCP
DIST-CO-RTE-PM59---
Work DescriptionSpecial project for submitting Sample information for Asphalt Supplier Certification Program.
Location DescriptionNot set
Sample Information
Sample Taken Date4/30/2021 Sample Unique Key17
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 testing5/20/2021
Sample typeVerification A brief description of the sampleAsphalt Binder Multi-Grade PG64-16/10
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byPatrick Last name of sampler or witnessed bySendegeya
Title of samplerCOC Program Laboratory sample identification202104301
The fabricator/manufacturer/facility namePacific Northwest Oil - Stockton, CA 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 64-16
ModifiedNo Lot number
Sublot number Tank number19
Time of sample7AM HMA Supplier
Asphalt Binder SupplierPacific Northwest Oil - Stockton CA MultigradeYes
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-04-30-17
DIME Test ID: 2021-04-30-17-5
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: 2021-06-03
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/02/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 29.155 kPa
Phase Angle (δ) (for the 10 cycles): 49.9 degree
Complex Modulus (G*) (for the 10 measurements): 2915.500 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2230 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 06/03/2021