Comparison of Methods for Evaluating Pavement Interventions

Decision makers are always faced with the challenge of selecting and implementing cost-effective pavement preservation alternatives, particularly when encountering shrinking budgets and increased competition for funds. Pavement intervention and investment evaluation criteria used in past research and practice are reviewed. The synthesis of pavement preservation effectiveness and efficiency evaluation techniques that is presented is unique from both benefit and cost perspectives. Criteria are of the following categories: effectiveness (benefit) only, cost only, cost-effectiveness, and economic efficiency. Computational details, past applications, merits, and demerits of various evaluation criteria are discussed for each criterion. Then selected criteria are computed with data from a national pavement study; they are used to evaluate alternative rigid pavement rehabilitation treatments. The case study results suggest that the superior short-term effectiveness exhibited by a treatment does not necessarily translate into superior long-term effectiveness. The evaluation results can vary widely for cost only, effectiveness only, and both cost and effectiveness criteria. Thus, evaluation based on cost-only or effectiveness-only criteria can yield biased evaluation results. To be a suitable candidate, a treatment or strategy must be not only effective but also cost-effective and economically efficient and the incorporation of user costs into evaluation can significantly influence the evaluation results. Such a synthesis can be a vital support for highway agencies in decision making for infrastructure management in general and pavement management in particular.

[1]  David J. Forkenbrock,et al.  GUIDEBOOK FOR ASSESSING THE SOCIAL AND ECONOMIC EFFECTS OF TRANSPORTATION PROJECTS , 2001 .

[2]  Samuel Labi,et al.  Effectiveness of Highway Pavement Seal Coating Treatments , 2004 .

[3]  Kumares C. Sinha,et al.  OPTIMAL PAVEMENT MANAGEMENT APPROACH USING ROUGHNESS MEASUREMENTS , 1985 .

[4]  Todd E. Hoerner,et al.  OPTIMAL TIMING OF PAVEMENT PREVENTIVE MAINTENANCE TREATMENT APPLICATIONS , 2004 .

[5]  S Hepburn A simple model for estimating vehicle operating costs in urban areas: technical note , 1994 .

[6]  Dennis A Morian,et al.  Pennsylvania SPS-6 Performance at 10 Years: Evaluation of Concrete Pavement Rehabilitation Strategies , 2003 .

[7]  Olga J. Pendleton,et al.  PAVEMENT MAINTENANCE EFFECTIVENESS , 1993 .

[8]  Samuel Labi,et al.  Life-Cycle Evaluation of Flexible Pavement Preventive Maintenance , 2005 .

[9]  Susan L. Tighe,et al.  Development of Preventive Maintenance Decision Trees Based on Cost-Effectiveness Analysis: An Ontario Case Study , 2004 .

[10]  Gary Barnes,et al.  Per Mile Costs of Operating Automobiles and Trucks , 2004 .

[11]  J. Neter,et al.  Applied Linear Statistical Models (3rd ed.). , 1992 .

[12]  L G O'Brien EVOLUTION AND BENEFITS OF PREVENTIVE MAINTENANCE STRATEGIES , 1989 .

[13]  R Winfrey,et al.  SUMMARY AND EVALUATION OF ECONOMIC CONSEQUENCES OF HIGHWAY IMPROVEMENTS , 1971 .

[14]  Samuel Labi,et al.  Life Cycle Cost Analysis for INDOT Pavement Design Procedures , 2005 .

[15]  Samuel Labi,et al.  Analysis of Long-Term Effectiveness of Thin Hot-Mix Asphaltic Concrete Overlay Treatments , 2005 .

[16]  R L Lytton Concepts of pavement performance prediction and modelling , 1987 .

[17]  M. R. Smith,et al.  Life Cycle Cost Analysis in Pavement Design: In Search of Better Investment Decisions , 1998 .

[18]  Samuel Labi,et al.  Transportation Decision Making: Principles of Project Evaluation and Programming , 2007 .

[19]  Michael H. Kutner Applied Linear Statistical Models , 1974 .

[20]  Samuel Labi,et al.  Decision support for optimal scheduling of highway pavement preventive maintenance within resurfacing cycle , 2008, Decis. Support Syst..

[21]  Samuel Labi,et al.  The Effectiveness of Maintenance and Its Impact on Capital Expenditures , 2003 .

[22]  R. G. Hicks,et al.  Framework for Selecting Effective Preventive Maintenance Treatments for Flexible Pavements , 1997 .

[23]  LampteyGeoffrey,et al.  Decision support for optimal scheduling of highway pavement preventive maintenance within resurfacing cycle , 2008 .

[24]  John P. Zaniewski,et al.  VEHICLE OPERATING COSTS, FUEL CONSUMPTION, AND PAVEMENT TYPE AND CONDITION FACTORS , 1982 .

[25]  Michael J Markow LIFE-CYCLE COST EVALUATIONS OF THE EFFECTS OF PAVEMENT MAINTENANCE , 1990 .

[26]  Samuel Labi,et al.  Cost Effectiveness of Rigid Pavement Rehabilitation Treatments , 2008 .

[27]  Robert L. Lytton,et al.  PAVEMENT PERFORMANCE PREDICTION ---SECOND NORTH AMERICAN CONFERENCE ON MANAGING PAVEMENTS, 2-6 NOVEMBER 1987, ROYAL YORK HOTEL, TORONTO, ONTARIO, CANADA , 1987 .