Test 2021-07-06-57-3 (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 Date7/6/2021 Sample Unique Key57
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 testing8/18/2021
Sample typeVerification A brief description of the samplePG58-22
The quantity of what the sample constitutes1 OF 1 CAN From where was the sample collectedManufacturer
First name of sampler or witnessed byValorie Last name of sampler or witnessed byRice
Title of samplerCOC Program Laboratory sample identificationpg58221210700858
The fabricator/manufacturer/facility nameValero Benicia 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 number30B
Time of sample0600 HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-07-06-57
DIME Test ID: 2021-07-06-57-3
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: 2021-09-13
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 09/06/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.182 kPa
Phase Angle (δ) (for the 10 cycles): 85.3 degree
Complex Modulus (G*) (for the 10 measurements): 1.515 kPa
Test Temperature: 58.0 C
Dynamic Shear, G*/sin(δ): 1.52 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 09/13/2021