PPT-“Practical Pavement

Management with Micro PAVER Presented By KMS amp Associates Inc weathering amp ravelinglight severity750 square feet PCI 61 ruttinglight severity160 square feet alligator crackingmedium severity112 square feet. 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. Vehicle loads. Typical vehicle weighs about . 1588 kg, . tire pressures around . 241 . kN. /m. 2. Truck can weigh up to . 3.628 . tonne. with . tire pressure of . 690 . kN. /m. 2. Trucks and busses present a much more significant load on the pavement.. Franz-Josef Ulm, Mehdi Akbarian, . Arghavan. . Louhghalam. ACPA. Virginia Concrete Conference. March 6, . 2014. With the support of the VDOT Team – Thank YOU! . Motivation: . Carbon Management. Pavement design and performance:. Robert . Schmitt and. Sam . Owusu-Ababio. , . Univ. of . Wis. - Platteville. Outline. Background. Objectives. On-line Survey. Survey Results. Summary. Background. Wisconsin DOT initiative in the early 1990s to construct widened concrete pavement, 14-15 ft.. Pavement evaluations are conducted to determine functional and structural conditions of a highway section either for purposes of routine monitoring or planned corrective action. . Functional condition is primarily concerned with the ride quality or surface texture of a highway section. . Michael E. Ayers. Global Pavement Consultants, Inc.. Presentation Outline. Introduction and terminology.. Subgrades and subbases as a design element.. Subgrade characteristics, construction requirements and quality control/quality assurance (QC/QA) measures.. on Speedway . by. Zaid Admani . Steven Zhao . Brent Crawford. OBJECTIVE. To determine the benefits of pervious pavement and how it will enhance sustainability and reduce storm water runoff on campus.. Using . a Cement . Slurry . Spreader Attached . to a. Ready Mixed Concrete Truck. W. Spencer Guthrie, Ph.D., Associate Professor. Charles A. Hope, EIT, Graduate Research Assistant. Department of Civil and Environmental Engineering, Brigham . Material arameterlimatic onditionstiffness of sphalttrength and atigue esistance of sphaltesign rocessExampleModeling of TirePavement InteractionTruck ireypesForces on the ireAxle load distributiontr 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 Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2019-2020. Yoder; E. J. and M. W. . Witczak. , “Principles of Pavement Design”, A Wiley- . Interscience. Publication, John Wiley & Sons Inc., U.S.A., 1975.. Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2020-2021. Pavement Structural Analysis. Dr. . Abeer K. . Jameel . & . Dr. Rana Amir . Yousif. Pavement Types. There . 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..