Test 2021-09-05-3-4 (AASHTO T315-20) 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 Date9/5/2021 Sample Unique Key3
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 testing10/8/2021
Sample typeVerification A brief description of the samplebinder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedManufacturer
First name of sampler or witnessed byEric Last name of sampler or witnessed byGauss
Title of samplerCOC Program Laboratory sample identification090521751752
The fabricator/manufacturer/facility nameValero Wilmington 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
Modified Lot number
Sublot number Tank numberTK8
Time of sample0700 HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Wilmington CA MultigradeYes
Multigrade TypePG 58-22 / PG 58-16 JMF Verification ID
Test Details
DIME Sample ID: 2021-09-05-3
DIME Test ID: 2021-09-05-3-4
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: 2021-10-25
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 10/22/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 59.544 kPa
Phase Angle (δ) (for the 10 cycles): 49.3 degree
Complex Modulus (G*) (for the 10 measurements): 5953.705 kPa
Test Temperature (Specimen 1): 22.0 C
(G*) x sin(δ)=: 4514 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV

Test was verified on 10/25/2021