Test 2021-08-08-4-1 (AASHTO T315-20) Summary

Project Information
Project IdentifiersProject ID: 215237
DEA: 101H4204
EFIS: 1018000166
DIST-CO-RTE-PM10-MER-5-17.0/22.6
Work DescriptionRESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location DescriptionMERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Sample Information
Sample Taken Date8/8/2021 Sample Unique Key4
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 testing8/11/2021
Sample typeAcceptance A brief description of the samplePG64-16
The quantity of what the sample constitutes1 CAN 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 nameMARATHON ELK GROVE Transportation Laboratory (TL) Number034252
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 number2
Sublot number11 Tank number
Time of sample HMA Supplier
Asphalt Binder SupplierMarathon Petroleum Co. LP - Elk Grove CA MultigradeNo
Multigrade Type HMA Design ID
Test Details
DIME Sample ID: 2021-08-08-4
DIME Test ID: 2021-08-08-4-1
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: 2021-08-24
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: 33.930 kPa
Phase Angle (δ) (for the 10 cycles): 51.6 degree
Complex Modulus (G*) (for the 10 measurements): 3392.999 kPa
Test Temperature: 28.0 C
(G*) x sin(δ)=: 2659 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications PAV

Test was verified on 08/24/2021