Test 2021-01-04-16-5 (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 Date1/4/2021 Sample Unique Key16
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 testing2/10/2021
Sample typeVerification A brief description of the sampleAsphalt Binder
The quantity of what the sample constitutes1 can multi-grade 64-10/16 From where was the sample collectedManufacturer
First name of sampler or witnessed bySeverino Last name of sampler or witnessed byGorospe
Title of samplerCOC Program Laboratory sample identification6416-0700
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 64-16
ModifiedNo Lot number
Sublot number Tank number2A
Time of sample6:00AM HMA SupplierNot set
Asphalt Binder SupplierNot set MultigradeNot set
Multigrade TypeNot set JMF Verification ID
Test Details
DIME Sample ID: 2021-01-04-16
DIME Test ID: 2021-01-04-16-5
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: 2021-03-01
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 02/17/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.018 kPa
Phase Angle (δ) (for the 10 cycles): 50.9 degree
Complex Modulus (G*) (for the 10 measurements): 3701.790 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 2873 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV

Test was verified on 03/01/2021