Test 2021-07-08-51-5 (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 Date7/8/2021 Sample Unique Key51
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 sampleBINDER
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 identificationpg5834M12107000980
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 58-34 M
ModifiedYes Lot number
Sublot number Tank number30A
Time of sample0600 HMA Supplier
Asphalt Binder SupplierValero Marketing & Supply - Benicia CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-07-08-51
DIME Test ID: 2021-07-08-51-5
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: 2021-08-30
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/25/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 32.381 kPa
Phase Angle (δ) (for the 10 cycles): 40.6 degree
Complex Modulus (G*) (for the 10 measurements): 3238.101 kPa
Test Temperature: 16.0 C
(G*) x sin(δ)=: 2107 kPa
General comments (publicly viewable) (Max 1000 characters): PAV

Test was verified on 08/30/2021