Test 2021-07-26-37-6 (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 Date7/26/2021 Sample Unique Key37
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) Formc661389 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: 2021-07-26-37
DIME Test ID: 2021-07-26-37-6
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: 2021-08-26
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 08/17/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 33.894 kPa
Phase Angle (δ) (for the 10 cycles): 44.6 degree
Complex Modulus (G*) (for the 10 measurements): 3388.201 kPa
Test Temperature: 16.0 C
(G*) x sin(δ)=: 2379 kPa
General comments (publicly viewable) (Max 1000 characters): per 2018 standard specifications PAV

Test was verified on 08/26/2021