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Technical Committees / Committee E17 on Vehicle - Pavement Systems
International Symposium on Effects of Pavement Rehabilitation Activities on Pavement Friction N. Bandara, Michigan Department of Transportation, Southfield, MI, USA Evaluating Polish Resistance of Tennessee Bituminous Surface Aggregates L. K. Crouch, Tennessee Technological University, Cookesville, TN, USA; and H. Brown, Middle Tennessee State University, Murfreesboro, TN, USA Effect of Water, Speed, and Grade on Continuous Friction Measurement Equipment (CFMEs) G. Flintsch and E. D. de len Izeppi, Virginia Tech University, Blacksburg, VA Ascertaining Parametric Correlations between Lock Wheel Friction Testing and Fixed Slip Friction K. Gaspard and Z. Zhang, Louisiana Transportation Research Center, Baton Rouge, LA, USA Pavement Surface Microtexture: Testing, Characterization, and Frictional Interpretation Measurement S. Li and S. Noureldin, Indiana Department of Transportation, West Lafayette, IN, USA Rolling Resistance of Typical Swedish Pavements U. Sandberg, Swedish National Road and Transport Research Institute, Linkoping, Sweden; and G. Hayhoe, FAA William J. Hughes Technical Center, Atlantic City, NJ, USA Geometric and Functional Characterization of Pavement Texture R. Rasmussen and R. Sohaney, The Transtec Group Inc., Austin, TX, USA Performance of Exposed Aggregate Surface Texture under High Volume Traffic B. I. Izevbekhai and A. K. Akkari, Minnesota Department of Transportation, Maplewood, MN, USA On-Board Sound Intensity Comparisons for Pavements in New Jersey and Massachusetts J. R. Hencken and E Haas, Rutgers University - CAIT, Piscataway, NJ, USA Estimating Acoustic Performance Trend of Various Asphalt Surface Mixtures Based on Field Q. Lu, University of South Florida, Tampa, FL, USA; and J. Harvey, University of California - Davis, Davis, CA, USA Measuring and Predicting Tire-Pavement Noise using On-Board Sound Intensity R. Rasmussen and R. Sohaney, The Transtec Group Inc, Auburn, AL, USA Comparison of FWD and RWD Deflections on Perpetual Pavement Sections in Kansas D. S. Gedafa, University of North Dakota, Grand Forks, ND, USA Case Studies Using Falling Weight Deflectometer Data with Mechanistic-Empirical Design and Analysis L. M. Pierce and K. D. Smith, Applied Pavement Technology, Inc., Santa Fe, MN, USA Practical Implementation of Automated Fault Measurement Based on Pavement Profiles G. K. Chang, Transtec Group, Austin, TX, USA; J. Watkins, Mississippi DOT, Jackson, MS, USA; and R. Orthmeyer, FHWA, Matteson, IL, USA Proactive Pavement Smoothness from the Base Upward S. Goodman, AME Materials Engineering, Ottawa, Ontario, Canada; R. Namjouy, AME Materials Engineering, Caledon, Ontario, Canada Golden-Car Simulation Speed and its Implications to the Relevance of the IRI S. Karamihas, UMTRI, Ann Arbor, MI, USA Comparison of Rut Depth Measurement and Geometric Analysis Methodologies at the NCAT Pavement Test Track B. Powell, National Center for Asphalt Technology, Auburn, AL, USA | ||