Test 2020-09-01-33-3 (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 Date9/1/2020 Sample Unique Key33
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 testing10/14/2020
Sample typeVerification A brief description of the sampleAsphalt Binder Sample
The quantity of what the sample constitutes1 Can From where was the sample collectedManufacturer
First name of sampler or witnessed byBrenda Last name of sampler or witnessed byMooney
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameValero - Benicia, CA Transportation Laboratory (TL) Number6428-0066
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 64-28
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2020-09-01-33
DIME Test ID: 2020-09-01-33-3
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: 2020-10-15
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/15/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.160 kPa
Phase Angle (δ) (for the 10 cycles): 84.4 degree
Complex Modulus (G*) (for the 10 measurements): 1.334 kPa
Test Temperature: 64.0 C
Dynamic Shear, G*/sin(δ): 1.34 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standards and Specifications

Test was verified on 10/15/2020