Procedures for evaluating traffic capacity and improvements to road geometry

The geometric standards of a road, such as width, minimum curve radius and maximum grades, can have a major effect on the costs of road construction and maintenance, and the speed, safety and vehicle operating costs experienced by those who travel on the road. This paper investigates the effects of geometric improvements on the overall costs and benefits of a road project. The main objective of the paper is to develop a framework for evaluating changes in geometric characteristics, so that appropriate standards can be established for particular cases. A further objective of this paper is to review and assess methods for predicting vehicle operating costs, and the extent to which these methods take account of road geometry characteristics. While various models are available for predicting these costs for free-flowing traffic on relatively wide roads, the modelling of traffic interaction and narrow road widths is currently inadequate. Hence, much of this paper is devoted to developing approximate procedures for taking account of these effects. The paper also considers the estimation of marginal construction costs with changes in geometric standards, and the sensitivity of predicted geometric standards to uncertainties in the input parameters.

[1]  J. G. Wardrop,et al.  Some Theoretical Aspects of Road Traffic Research , 1952 .

[2]  J Mclean DRIVER SPEED BEHAVIOUR AND RURAL ROAD ALIGNMENT DESIGN , 1981 .

[3]  J R McLean Two lane road traffic flow and capacity: chapter 10 - empirical research , 1982 .

[4]  Van Every A GUIDE TO THE ECONOMIC JUSTIFICATION OF RURAL GRADE SEPARATIONS , 1982 .

[5]  D R Kobett,et al.  Grade effects on traffic flow stability and capacity , 1978 .

[6]  H Hide,et al.  EFFECT OF SIMPLE ROAD IMPROVEMENT MEASURES ON VEHICLE OPERATING COSTS IN THE EASTERN CARIBBEAN , 1979 .

[7]  S W Abaynayaka,et al.  The Kenya road transport cost study: research on vehicle operating costs , 1975 .

[8]  C J Hoban The two and a half lane rural road: details of the simulation study , 1982 .

[9]  Roger P. Roess,et al.  PASSENGER CAR EQUIVALENTS FOR UNINTERRUPTED FLOW: REVISION OF CIRCULAR 212 VALUES , 1984 .

[10]  A Werner,et al.  UNIFIED TRAFFIC FLOW THEORY MODEL FOR TWO LANE RURAL HIGHWAYS , 1984 .

[11]  V V Silyanov,et al.  Comparison of the pattern of accident rates on roads of different countries , 1973 .

[12]  N C Duncan,et al.  RURAL SPEED/FLOW RELATIONS , 1974 .

[13]  J R McLean THE PRINCIPLES OF GEOMETRIC ROAD DESIGN , 1984 .

[14]  D. Branston Models of Single Lane Time Headway Distributions , 1976 .

[15]  W D Cunagin,et al.  PASSENGER CAR EQUIVALENTS FOR RURAL HIGHWAYS , 1982 .

[16]  A D May,et al.  A decision-making framework for the evaluation of climbing lanes on two-lane, two-way rural roads , 1983 .

[17]  John Morrall,et al.  PASSENGER CAR EQUIVALENCIES OF TRUCKS, BUSES, AND RECREATIONAL VEHICLES FOR TWO-LANE RURAL HIGHWAYS , 1976 .

[18]  John Mclean An alternative to the design speed concept for low speed alinement design , 1978 .

[19]  St John NONLINEAR TRUCK FACTOR FOR TWO-LANE HIGHWAYS , 1976 .

[20]  William R McShane,et al.  EFFECT OF TRUCKS, BUSES, AND RECREATIONAL VEHICLES ON FREEWAY CAPACITY AND SERVICE VOLUME , 1979 .

[21]  J Rorbech CAPACITY AND LEVEL OF SERVICE CONDITIONS ON DANISH TWO-LANE HIGHWAYS AND MOTORWAYS , 1972 .

[22]  Sam Yagar Capacities for two-lane highways , 1983 .

[23]  B D Greenshields,et al.  PRELIMINARY RESULTS OF HIGHWAY CAPACITY STUDIES , 1939 .

[24]  Lawrence L. Kupper,et al.  Probability, statistics, and decision for civil engineers , 1970 .

[25]  G D Jacobs,et al.  A STUDY OF ACCIDENT RATES ON RURAL ROADS IN DEVELOPING COUNTRIES , 1976 .