Test 2021-08-03-33-8 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215536
DEA: 09383504
EFIS: 0920000044
DIST-CO-RTE-PM09-MNO-395-R40.1/R44.8
Work DescriptionPLACE HMA OVER EXISTING PAVEMENT.
Location DescriptionMONO COUNTY ABOUT 7 MILES SOUTH OF LEE VINING FROM 0.2 MILE SOUTH OF ROUTE 158 TO 0.6 MILE NORTH OF LA AQUEDUCT BRIDGE
Sample Information
Sample Taken Date8/3/2021 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 testing8/13/2021
Sample typeAcceptance A brief description of the samplePG58-34M
The quantity of what the sample constitutes1 can From where was the sample collectedManufacturer
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Formc995933 Structure unique identifier
Structure name
Material Information
Material TypeAsphalt Binder Performance GradePG 58-34 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierPNAC LLC - Fernley NV MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-03-33
DIME Test ID: 2021-08-03-33-8
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: 2021-08-25
Test Results

Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 08/16/2021
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.185 kPa
Phase Angle (δ) (for the 10 cycles): 63.7 degree
Complex Modulus (G*) (for the 10 measurements): 1.539 kPa
Test Temperature: 58.0 C
Dynamic Shear, G*/sin(δ): 1.72 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 Standard Specifications ORIG

Test was verified on 08/25/2021