Examining vehicle operating speeds on rural two-lane curves using naturalistic driving data.

[1]  P. McCullagh,et al.  Generalized Linear Models , 1972, Predictive Analytics.

[2]  Brett D. Alley,et al.  Human Factors Testing Issues in Road Safety , 2019, Handbook of Human Factors Testing and Evaluation.

[3]  Peter T. Savolainen,et al.  Driver speed selection and crash risk: Insights from the naturalistic driving study. , 2017, Journal of safety research.

[4]  Marco Bassani,et al.  Random Effect Models to Predict Operating Speed Distribution on Rural Two-Lane Highways , 2016 .

[5]  Alfonso Montella,et al.  Safety performance functions incorporating design consistency variables. , 2015, Accident; analysis and prevention.

[6]  Thomas A. Dingus,et al.  Naturalistic Driving Study: Technical Coordination and Quality Control , 2014 .

[7]  Francisco J Camacho-Torregrosa,et al.  New geometric design consistency model based on operating speed profiles for road safety evaluation. , 2013, Accident; analysis and prevention.

[8]  Alejandra Medina Flintsch,et al.  A rule-based neural network approach to model driver naturalistic behavior in traffic , 2013 .

[9]  Eric T. Donnell,et al.  Exploring the Association between Traffic Safety and Geometric Design Consistency Based on Vehicle Speed Metrics , 2013 .

[10]  Neal Hawkins,et al.  Speed Reduction Impacts of Dynamic Speed Feedback Signs on Rural Two Lane Curves , 2013 .

[11]  Francesco Bella,et al.  Driver perception of roadside configurations on two-lane rural roads: Effects on speed and lateral placement. , 2013, Accident; analysis and prevention.

[12]  Charles Zegeer,et al.  Modeling the impact of spatial relationships on horizontal curve safety. , 2012, Accident; analysis and prevention.

[13]  Fridulv Sagberg,et al.  The Potential Benefits of Naturalistic Driving for Road Safety Research: Theoretical and Empirical Considerations and Challenges for the Future , 2012 .

[14]  Joseph E. Hummer,et al.  Curve Collisions: Road and Collision Characteristics and Countermeasures , 2010 .

[15]  Ingrid van Schagen,et al.  Promoting real life observations for gaining understanding of road user behaviour in Europe , 2010 .

[16]  Michael P Pratt,et al.  Model for Predicting Speed along Horizontal Curves on Two-Lane Highways , 2009 .

[17]  Eric T. Donnell,et al.  Appraisal of the Interactive Highway Safety Design Model’s Crash Prediction and Design Consistency Module Results: Case Studies from Pennsylvania , 2007 .

[18]  Samuel G Charlton,et al.  The role of attention in horizontal curves: a comparison of advance warning, delineation, and road marking treatments. , 2007, Accident; analysis and prevention.

[19]  Samuel G Charlton,et al.  Conspicuity, memorability, comprehension, and priming in road hazard warning signs. , 2006, Accident; analysis and prevention.

[20]  Samuel G Charlton.  Perceptual and attentional effects on drivers' speed selection at curves. , 2004, Accident; analysis and prevention.

[21]  J. Ware,et al.  Applied Longitudinal Analysis , 2004 .

[22]  Paul J Carlson,et al.  Field Evaluations of Warning and Regulatory Signs with Enhanced Conspicuity Properties , 2004 .

[23]  J. Hardin,et al.  Generalized Estimating Equations , 2002 .

[24]  Geza Pesti,et al.  Relationship of Design, Operating, and Posted Speeds on Horizontal Curves of Rural Two-Lane Highways in Nebraska , 2002 .

[25]  Poul Greibe,et al.  SAFER SIGNING AND MARKING OF HORIZONTAL CURVES ON RURAL ROADS , 2001 .

[26]  Lily Elefteriadou,et al.  SPEED PREDICTION FOR TWO-LANE RURAL HIGHWAYS , 2000 .

[27]  R A Krammes,et al.  Speed Reduction as a Surrogate for Accident Experience at Horizontal Curves on Rural Two-Lane Highways , 2000 .

[28]  R. Krammes,et al.  Speed-Profile Model for a Design-Consistency Evaluation Procedure in the United States , 2000 .

[29]  Said M. Easa,et al.  State of the Art of Highway Geometric Design Consistency , 1999 .

[30]  Ezra Hauer,et al.  Safety and the Choice of Degree of Curve , 1999 .

[31]  Richard A. Retting,et al.  Use of Pavement Markings to Reduce Excessive Traffic Speeds on Hazardous Curves , 1998 .

[32]  M. A. Recarte,et al.  Perception of speed in an automobile: Estimation and production , 1996 .

[33]  Thomas Schnell,et al.  CURVE WARNING SYSTEMS AND THE DELINEATION OF CURVES WITH CURVE DELINEATION DEVICES , 1996 .

[34]  Martin Crowder,et al.  On the use of a working correlation matrix in using generalised linear models for repeated measures , 1995 .

[35]  George Kanellaidis,et al.  Factors affecting drivers' choice of speed on roadway curves , 1995 .

[36]  C J Messer,et al.  HORIZONTAL ALIGNMENT DESIGN CONSISTENCY FOR RURAL TWO-LANE HIGHWAYS. FINAL REPORT , 1995 .

[37]  C Zegeer,et al.  SAFETY EFFECTS OF GEOMETRIC IMPROVEMENTS ON HORIZONTAL CURVES , 1991 .

[38]  Stanis̆a Milos̆ević,et al.  SPEED PERCEPTION IN ROAD CURVES , 1990 .

[39]  Ruediger Lamm,et al.  POSSIBLE DESIGN PROCEDURE TO PROMOTE DESIGN CONSISTENCY IN HIGHWAY GEOMETRIC DESIGN ON TWO-LANE RURAL ROADS , 1988 .

[40]  Helmut T. Zwahlen.  ADVISORY SPEED SIGNS AND CURVE SIGNS AND THEIR EFFECT ON DRIVER EYE SCANNING AND DRIVING PERFORMANCE , 1987 .

[41]  Timothy R Neuman,et al.  SAFETY AND OPERATIONAL CONSIDERATIONS FOR DESIGN OF RURAL HIGHWAY CURVES. FINAL REPORT , 1983 .

[42]  G D Weaver,et al.  THE RELATIONSHIP OF VEHICLE PATHS TO HIGHWAY CURVE DESIGN , 1971 .

[43]  A Taragin,et al.  DRIVER PERFORMANCE ON HORIZONTAL CURVES , 1954 .