Establishing Practical Approach for Design Consistency Evaluation

The concept of design consistency has lately been gaining greater acceptance in North America. Considerable research work is being carried out and steps have already been taken to incorporate this concept into the design practices in Canada and the United States. However, a standard procedure that can be followed by designers to evaluate the design consistency of new or existing alignments is still lacking. This paper compiles different measures for evaluating geometric design consistency, as presented in available research work, to identify their potential applicability and any required future research. These consistency measures are operating speed, vehicle stability, alignment indices, and driver workload. Four fictitious alignments were presented and subjected to these measures in a step-by-step exercise of consistency evaluation. A relationship between design consistency measures and safety, which is the main objective of the design consistency concept, is also discussed. Overall, consistency measures were successful in identifying inconsistencies in the proposed alignments. However, the exercise showed the need for more research work in a number of areas for complete and accurate consistency evaluation.

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

[2]  Ruediger Lamm,et al.  SIDE FRICTION DEMAND VERSUS SIDE FRICTION ASSUMED FOR CURVE DESIGN ON TWO-LANE RURAL HIGHWAYS , 1991 .

[3]  Abishai Polus,et al.  Review of international design speed practices in roadway geometric design , 1998 .

[4]  K. M. Bauer,et al.  Relationship to Safety of Geometric Design Consistency Measures for Rural Two-Lane Highways , 1999 .

[5]  Said M. Easa,et al.  Evaluation of highway consistency and safety: Practical application , 2000 .

[6]  Joel P Leisch,et al.  New concepts in design-speed application , 1977 .

[7]  Kay Fitzpatrick,et al.  Design Speed, Operating Speed and Posted Speed Relationships , 1997 .

[8]  Yasser Hassan,et al.  EVALUATION OF HIGHWAY CONSISTENCY AND SAFETY. , 2000 .

[9]  Said M. Easa,et al.  PREDICTION OF OPERATING SPEED ON THREE-DIMENSIONAL HIGHWAY ALIGNMENTS , 2001 .

[10]  J Morrall,et al.  THE COST-EFFECTIVENESS OF CURVE FLATTENING IN ALBERTA: A SPREADSHEET MODEL , 1993 .

[11]  J F Morrall,et al.  Side friction demanded and margins of safety on horizontal curves , 1994 .

[12]  Kay Fitzpatrick,et al.  Speed-Profile Model for Two-Lane Rural Highways , 2000 .

[13]  R A Krammes,et al.  HIGHWAY GEOMETRIC DESIGN CONSISTENCY EVALUATION SOFTWARE , 1995 .

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

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

[16]  Ruediger Lamm,et al.  SAFETY MODULE FOR HIGHWAY GEOMETRIC DESIGN , 1995 .

[17]  Kay Fitzpatrick,et al.  Effects of Horizontal Curvature on Driver Visual Demand , 2000 .

[18]  James A. Bonneson Side Friction and Speed as Controls for Horizontal Curve Design , 1999 .

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

[20]  George Kanellaidis Human Factors in Highway Geometric Design , 1996 .

[21]  Ruediger Lamm,et al.  Highway Design and Traffic Safety Engineering Handbook , 1999 .

[22]  Thierry Brenac SAFETY AT CURVES AND ROAD GEOMETRY STANDARDS IN SOME EUROPEAN COUNTRIES , 1996 .

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

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