PPT-Are AUSTROADS Pavement Design Performance Models Adequately Calibrated for New Zealand?

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Dr Bryan Pidwerbesky General Manager Technical Fulton Hogan Ltd AUSTROADS PTF Workshop Wellington 04 December 2014 Outline Asphalt fatigue strain criterion

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Are AUSTROADS Pavement Design Performance Models Adequately Calibrated for New Zealand?: Transcript

Dr Bryan Pidwerbesky General Manager Technical Fulton Hogan Ltd AUSTROADS PTF Workshop Wellington 04 December 2014 Outline Asphalt fatigue strain criterion Subgrade strain criterion. APAM Annual Paving Conference. April 21-22, 2015. Mt. Pleasant, MI. Michael Eacker, MDOT. Justin Schenkel, MDOT. Outline. What is ME?. ME Timeline/Work to Date. Calibration. MDOT Implementation/Transition. AustStab. 20. th. Annual Conference. Excellence in Research or Education. Providing tools to consider in situ stabilised subgrades and bases in structural designs. Partnering with agencies and industry. Bayes. Approach to Sample Survey Inference. Roderick . Little. Department of Biostatistics, University of Michigan. Associate Director for Research & Methodology, Bureau of Census. Learning Objectives. RD/GN/042 Pavement Design for Carriageway Construction Page 1 of 42 CONTENTS Page 1. INTRODUCTION 4 2. BACKGROUND 4 3. SELECTION OF PAVEMENT TYPE 5 3.1 General 5 3.2 Relative Advantages of Rigid Pavem Jayson R. Jordan, PE. Technical Director, SC Asphalt Pavement Association. JJordan@scasphalt.org. Table of Contents. Background. “Together We Know More”. Mission Statement. Changes Over Time. Changes Over Time. 3, 8 15 May 2012. Heath Curnow. CEO: STABIL-LIME GROUP. Vice President: . AustStab. Topics covered over the next 10 min. Road Recycling . for Sustainability. Advantages & Application of In-Situ Stabilisation to Improve Engineering Properties.. Cliff Ursich, PE, Flexible Pavements of Ohio. Trends In Asphalt Pavement. Thickness Design. M. aterials. P. avement Preservation. Longitudinal Joint Construction Strategies. Pavement Thickness Design. Helena I. Lacalle . Jiménez. 6. th. October 2015. Ancona, Italy. PAVEMENT . DESIGN FOR COLD RECYCLED MATERIALS. Background of the problem. Cold technologies. Recycling. Tar. PAVEMENT DESIGN FOR COLD RECYCLED MATERIALS. USDOT UTC Introduction to Highway Pavement Preservation (CHPP). . Overview. Civil Engineering. Transportation and Pavement Engineering. Sustainability and Preservation Concepts in Asphalt Pavements. Pavement Performance Experiment. Content. History. Oversight. Quality. Loading. Performance. Findings. Implementation. NCAT Pavement Test Track. MnROAD. Scope of Partnership. Asphalt mix . c. racking . Material arameterlimatic onditionstiffness of sphalttrength and atigue esistance of sphaltesign rocessExampleModeling of TirePavement InteractionTruck ireypesForces on the ireAxle load distributiontr January 1 2021123456Crash Location Verification Status Dashboar5 AASHTO Controlling Elements AASHTO criteria required documentation and mitigation strategies for the controlling elements is provided i August 2016Guidelines for Design Construction Maintenance and RehabilitationFHWA-HIF-16-26Authors Je31ery R Roesler PhD PE University of Illinois at Urbana-ChampaignJacob E Hiller PhDMichigan Technolo Maintaining Poor Pavements. NRRA Preventive Maintenance Team . Long Term Research Project. Joe Korzilius. Senior Associate. SRF Consulting Group, Inc. + 46 Associate Members. Project Objective. To identify performance improvement and durability that can be expected for Hot Mix Asphalt (HMA) pavement in poor condition from the application of a thin pavement rehabilitation treatment..

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