PPT-Pavement Structural Analysis

3 rd Stage Lecture 3 Lecture Rana Amir Yousif Highway and Transportation Engineering Al Mustansiriyah University 20182019 References Nicholas J Garber and Lester A Hoel. Peter J. Becker, M.S.. Graduate Research Assistant. Center for Earthworks Engineering Research (CEER). pbecker@iastate.edu. David J. White, Ph.D., P.E.. Associate Professor and holder of Richard L. Handy Professorship. 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:. 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.. John . Harvey. University of California Pavement Research Center. Some material prepared by Tom Van Dam, NCE. . TCC Meeting. Sacramento . September, 2016. What is the . University of California . Pavement Research Center?. USDOT UTC Introduction to Highway Pavement Preservation (CHPP).  . Overview. Civil Engineering. Transportation and Pavement Engineering. Sustainability and Preservation Concepts in Asphalt Pavements. 1. December . 6,. . 2016. Provides . a collective snapshot of existing pavement . conditions.. Provides . a menu of . treatment options in relation to Silver Spring Township’s (Township’s) . budgetary constraints. Comparison of Pavement Distresses Monitored by LTPP and State Agencies. LTPP’s collection of pavement distresses were used in the initial calibration of the Mechanistic-Empirical Pavement Design Guide. Material arameterlimatic onditionstiffness of sphalttrength and atigue esistance of sphaltesign rocessExampleModeling of TirePavement InteractionTruck ireypesForces on the ireAxle load distributiontr template sequence identity. Data are from all models from CASP2 andCASP3 (Critical Assessment of Techniques for Protein Structure�) for which 80% of the protein residues are modeled. Eachtarget Highway and Transportation Engineering. Al-. Mustansiriyah. University. 2020-2021. Pavement Structural Analysis. Dr. . Rana. Amir Yousif & Dr. . Abeer. K. . Jameel. Pavement Types. There . 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..