Permanent Deformation Characterization of Asphalt Mixtures Using Minimum Strain Rate, LVECD Program, and Triaxial Stress Sweep Test Authors: Dahae Kim,

Slides:



Advertisements
Similar presentations
O’Hare Modernization Project Reflective Cracking and Improved Performance of Grooved Asphalt July 20 th, 2006 Research Overview Hyunwook Kim, Research.
Advertisements

Development and Application of the Asphalt Mix Performance Tester Ramon Bonaquist, Ph.D., P.E Advanced Asphalt Technologies, LLC.
Asphalt Rubber Asphalt Concrete Friction Course Overlay as a Pavement Preservation Strategy K. Kaloush, K. Biligiri, M. Rodezno, M. Belshe Arizona State.
Kentrack Kentrack is a computer program designed to analyze a railroad track segment as a structure Uses Bousinessq’s Elastic Theory Uses Burmister’s.
USAGE AND ADVANTAGES OF GEOSYNTHETICS IN CONSTRUCTION OF ROADS
Characterization of Permanent deformation Mondher Neifar, Hervé Di Benedetto, Berthe Dongmo Berthe-Julienne DONGMO-ENGELAND NABin Conferense october.
1 Characterization of Granular Base Materials for Design of Flexible Pavements Lulu Edwards, Walter Barker, Don Alexander US Army Engineer Research and.
Tranlation: EASL’s Average Daily Traffic Time or Traffic Pavement Condition Index Pavement Performance Pavement Condition High Performance Intersections.
Accelerated loading test in Danish Asphalt Rut Tester Erik Nielsen Danish Road Institute.
In Tai Kim & Erol Tutumluer University of Illinois, Urbana-Champaign
EVALUATION OF FWD DATA FOR DETERMINATION OF LAYER MODULI OF PAVEMENTS Dr. Yusuf Mehta, P.E. Rowan University Dr. Reynaldo Roque, P.E. University of Florida.
Pavement Analysis and Design
Dr. Haleh Azari AASHTO Advanced Pavement Research Laboratory (AAPRL)
ESR1: PAVEMENT DESIGN FOR COLD RECYCLED MATERIALS Helena I. Lacalle Jiménez.
PERMANENT DEFORMATION BEHAVIOR OF THE GRANULAR LAYERS TESTED AT THE FAA’s NATIONAL AIRPORT PAVEMENT TEST FACILITY NAVNEET GARG, Ph.D. Senior Research Engineer,
PRACTICAL AIRPORT PAVEMENT M&R MANAGEMENT Y. Hachiya & M. Kanno Service Center of Port Engineering Tokyo, JAPAN 1 FAA Airport Pavement Working Group Meeting.
EVALUATING THE IMPACT OF LIME ON PAVEMENT PERFORMANCE 1.
Types, Properties and Grades of Asphalt-Part B
FWD BackCalculation of Existing Pavement Structure.
Session 3-6 HMA Overlays.
7.0 RAC Jeopardy Assessment of Learning 2 RAC Jeopardy Roads, Routes, and Highways Got RAC?RACitectureRAC of AgesRAC and Roll An Ounce of Prevention.
Bituminous Stabilized Materials Guideline Project Initiated By: Gautrans Sabita.
Interim Guidelines: The Design and Use of Foamed Bitumen Treated Bases Fenella Long Road Pavements Forum November 2001.
Conventional Pavement Structure inches Graded Aggregate Base inches Asphaltic Concrete Paving Prepared Subgrade stress.
KENTRACK 4.0: A Railway Structural Design Program -- Tutorial
Jerry G. Rose, PE University of Kentucky Department of Civil Engineering REES 3: Module 3-D REES 2014.
AAPA 2010 Study Tour – Accelerated Pavement Testing & Equipment Observations and Recommendations Accelerated Pavement Testing & Equipment.
Chapter 9.  High temperature stability  Low temperature crack resistance  Durability  Skid resistance  Construction workability Chapter 9 §9.3 Technical.
ANS305 January 10/2001 Dr. Adroaldo J. Zanella. Students attending MSU/Applied Animal Behavior Course.
Accelerated loading test results of two NCAT sections with highly modified asphalt Erik J. Scholten – Kraton Innovation Center Amsterdam David H. Timm.
2010 FAA Worldwide Airport Technology Conference Atlantic City, New Jersey April 20 – April 22.
G AUTRANS DEPARTMENT OF PUBLIC TRANSPORT, ROADS & WORKS 1 GAUTRANS APT ELZBIETA SADZIK MAY 2002.
National Cooperative Highway Research Program. Superpave Mixture and Aggregate Expert Task Group Las Vegas, Nevada 16 – 18 September 2003.
Status of the first experiment at the PaveLab Fabricio Leiva-Villacorta, PhD Jose Aguiar-Moya, PhD Luis Loria-Salazar, PhD August 31 st, 2015.
Development of An Advance Overlay Design System Incorporating Both Rutting and Reflection Cracking Requirements Rick Collins TxDOT.
1 Hot-Mix Asphalt and Flexible Pavement Design: the MEPDG Kevin D. Hall, Ph.D., P.E. Professor and Head, Dept. of Civil Engineering University of Arkansas.
3/26/08 Field Testing and Modelling of the Italian Smart Runway Instrumentations Silvia Portas Imad L. Al-Qadi Mauro Coni Hao Wang Jongeun Baek Italian.
MODULE 1-2 Introduction to HMA Pavements. Learning Objectives Describe the types of (HMA) pavements Identify the role of each pavement layer Discuss key.
HIGH TIRE PRESSURE AND TEMPERATURE EFFECTS ON HOT MIX ASPHALT CONCRETE PERMANENT DEFORMATION USING CUSTOMIZED ASPHALT PAVEMENT ANALYZER April 22, 2010.
Asphalt Rubber Research
Using Reflective Crack Interlayer-
Date of download: 5/31/2016 Copyright © ASME. All rights reserved. From: Finite-Element Analysis of Waspaloy Using Sinh Creep-Damage Constitutive Model.
An Overview of the Asphalt Mixture Performance Tester.
Asphalt Technology Course
At Auburn University National Center for Asphalt Technology Accelerated Pavement Testing Facilities “APT”
Presented to: REDAC By: Navneet Garg, Ph.D. Date: March 15, 2016 Federal Aviation Administration RPA P2: National Airport Pavement & Materials Research.
Presented to: REDAC By: Navneet Garg, Ph.D. Date: March 15, 2016 Date: March 15, 2016 Federal Aviation Administration Full-Scale Testing – Perpetual Pavement.
2012 Pavement Management Update June 12, 2012 BoCC Work Session.
Haritha Musty and Mustaque Hossain Kansas State University MATERIALS
Phase I Experiment 4 Different pavement structures, 8 sections Compare
MLS User Group feedback TRB2017
Authors: Trent McDONALD, Ernesto URBAEZ and Scott MCINTYRE
Update on the current APT Project in Texas
Center of Excellence for Airport Technology, CEAT
Y. Richard Kim, Ph.D., P.E., F.ASCE
Innovative Construction Materials PM: Yusuf Mehta
2018 Pavement Workshop May 23-24, 2018
Performance Assessment of 100% Recycled Hot Mix Asphalt
Development of An Advance Overlay Design System Incorporating Both Rutting and Reflection Cracking Requirements Rick Collins TxDOT.
AASHTOWare Pavement-ME Design Software: Materials Library
التعامل مع ضغوطات العمل إعداد وتقديم إقبال المطيري
Deterioration and Failure Mechanisms
Colorado State University
Basic Seminar Rheology May 15th and 16th 2018
Pavement Structural Analysis
Louisiana Accelerated Pavement Research Facility
SMC CAMPUS CENTER l NOON-1 P.M.
Оюутны эрдэм шинжилгээний хурлын зорилго:
Evaluation of the Impact of Aging on the Linear Viscoelastic Property of Asphalt Binder Aparajita Manchanda Runhua Zhang, Department of Civil and Environmental.
Presentation transcript:

Permanent Deformation Characterization of Asphalt Mixtures Using Minimum Strain Rate, LVECD Program, and Triaxial Stress Sweep Test Authors: Dahae Kim, Y. Richard Kim Paper Number: 17-05785 Summary Demonstrate the ability of the Triaxial Stress Seep (TSS) test to evaluate the Minimum Strain Rate (MSR) of asphalt mixtures. Evaluate the rutting performance of the study mixtures using MSR mastercurves. Predict the rut depths of 16 pavement sections using the Layered ViscoElastic pavement analysis for Critical distresses (LVECD) program. Compare the predicted rut depths from the LVECD program to the field performance. Poster Session Presentation: Tuesday, Jan 10, 1:30pm-3:15pm, Hall E/Convention Center

Permanent Deformation Characterization of Asphalt Mixtures Using Minimum Strain Rate, LVECD Program, and Triaxial Stress Sweep Test Results