Operating Speed of Different Classes of Vehicles at Horizontal Curves on Two-Lane Rural Highways

The majority of operating speed models reported in the literature primarily consider passenger cars and only rarely consider heavy vehicles. No study on the influence of geometry on speeds of other classes of vehicles like buses and two-wheelers, which contribute significantly to the mix of traffic in India, has been reported. This study highlights the need to develop operating speed and speed reduction models for different classes of vehicles and develops models for predicting operating speed at tangent and midcurve sections of horizontal alignment of two-lane rural highways. In addition, models for estimating the speed reduction from tangent to curve are also developed. The independent variable used to predict tangent speed is the length of the preceding tangent. The radius and length of a curve emerged as the most important variables for speed at midcurve. Speed reduction can be estimated from the preceding variables along with the approach tangent speed. The models developed in the study can be used in the design and evaluation of rural highways as well as in establishing speed limits and other enforcement measures.

[1]  Ruediger Lamm,et al.  COMPARISON OF DIFFERENT PROCEDURES FOR EVALUATING SPEED CONSISTENCY , 1986 .

[2]  Tarek Sayed,et al.  Developing safety performance functions incorporating reliability-based risk measures. , 2011, Accident; analysis and prevention.

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

[4]  John C Haywood Highway alignment and superelevation: some design-speed misconceptions , 1980 .

[5]  William Et.Al Hines,et al.  Probability and Statistics in Engineering , 2003 .

[6]  Maria Castro,et al.  Operating Speed and Speed Differential for Highway Design Consistency , 2011 .

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

[8]  Abishai Polus,et al.  Predicting Operating Speeds on Tangent Sections of Two-Lane Rural Highways , 2000 .

[9]  Yasser Hassan,et al.  Modeling Operating Speed and Speed Differential on Two-Lane Rural Roads , 2005 .

[10]  Hashem R Al-Masaeid,et al.  CONSISTENCY OF HORIZONTAL ALIGNMENT FOR DIFFERENT VEHICLE CLASSES , 1995 .

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

[12]  R A Krammes INTERACTIVE HIGHWAY SAFETY DESIGN MODEL: DESIGN CONSISTENCY MODULE , 1997 .

[13]  Omer Tsimhoni,et al.  ALTERNATIVE DESIGN CONSISTENCY RATING METHODS FOR TWO-LANE RURAL HIGHWAYS , 2000 .

[14]  Moshe Hirsh PROBABILISTIC APPROACH TO CONSISTENCY IN GEOMETRIC DESIGN , 1987 .

[15]  Young-Jin Park,et al.  Evaluating speed consistency between successive elements of a two-lane rural highway , 2006 .

[16]  Lily Elefteriadou,et al.  Evaluating Horizontal Alignment Design Consistency of Two-Lane Rural Highways: Development of New Procedure , 2000 .

[17]  Alan Nicholson Superelevation, Side Friction, and Roadway Consistency , 1998 .