Test 2021-08-19-36-4 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215084
DEA: 100W8704
EFIS: 1017000006
DIST-CO-RTE-PM10-CAL-4-29.0,29.2/29.4
Work DescriptionWIDEN ROADWAY, HMA RESURFACE,REPLACE CULVERTS,AND FLASHING BEACONS.
Location DescriptionCALAVERAS COUNTY AT MURPHYS AT 0.2 MILE WEST OF PENNSYLVANIA GULCH ROAD AND FROM PENNSYLVANIA GULCH ROAD TO MITCHLER STREET
Sample Information
Sample Taken Date8/19/2021 Sample Unique Key36
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 testing8/27/2021
Sample typeAcceptance A brief description of the sampleBINDER
The quantity of what the sample constitutes4 cans From where was the sample collectedSource
First name of sampler or witnessed byM Last name of sampler or witnessed byCozad
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVSS Emultech 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
Modified Lot number1
Sublot number1 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierVSS Emultech - West Sacramento CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-19-36
DIME Test ID: 2021-08-19-36-4
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: 2021-09-02
Test Results

Phase: PAV residue
Input Type: Measured
Tester's full name: Erika Gonzalez
Date of test: 09/01/2021
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 37.155 kPa
Phase Angle (δ) (for the 10 cycles): 50.3 degree
Complex Modulus (G*) (for the 10 measurements): 3715.531 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2859 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 09/02/2021