Test 2021-06-07-38-2 (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 Date6/7/2021 Sample Unique Key38
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 testing7/19/2021
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 byBrenda Last name of sampler or witnessed byMooney
Title of sampler Laboratory sample identification7622pm-060721
The fabricator/manufacturer/facility nameValero - Pittsburg 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 76-22 M
ModifiedYes Lot number
Sublot number Tank number5001
Time of sample0600 HMA Supplier
Asphalt Binder SupplierValero-NuStar PAT - Pittsburg CA MultigradeNo
Multigrade Type JMF Verification ID
Test Details
DIME Sample ID: 2021-06-07-38
DIME Test ID: 2021-06-07-38-2
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: 2021-08-12
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/05/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.159 kPa
Phase Angle (δ) (for the 10 cycles): 76.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.328 kPa
Test Temperature: 76.0 C
Dynamic Shear, G*/sin(δ): 1.37 kPa
General comments (publicly viewable) (Max 1000 characters): OG

Test was verified on 08/12/2021