Test 2021-04-24-3-5 (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 Date4/24/2021 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 testing5/18/2021
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 of 1 From where was the sample collectedSource
First name of sampler or witnessed byNOT Last name of sampler or witnessed byPROVIDED
Title of sampler Laboratory sample identification172064104214
The fabricator/manufacturer/facility nameSeventeen Twenty Oil Company, Corona 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 64-10
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierSeventeen Twenty Oil Company - Corona CA MultigradeNo
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-04-24-3
DIME Test ID: 2021-04-24-3-5
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: 25.880 kPa
Phase Angle (δ) (for the 10 cycles): 51.9 degree
Complex Modulus (G*) (for the 10 measurements): 2587.963 kPa
Test Temperature: 31.0 C
(G*) x sin(δ)=: 2037 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 06/03/2021