Joint Optimization of Pavement Maintenance and Resurfacing Planning

This paper presents an analytical approach for joint planning of pavement maintenance and resurfacing activities that minimizes pavement lifecycle costs, including user, maintenance and resurfacing costs, for an infinite horizon. The optimization problem is formulated as a nonlinear mathematical program with continuous pavement state and continuous time, and optimality conditions are derived. Managerial insights and practical implications are drawn from two realistic application scenarios, where the maintenance cost is either independent of, or linearly dependent on, pavement condition to address impacts of routine maintenance activities on pavement resurfacing planning decisions. Numerical examples demonstrate clear trade-offs between maintenance and resurfacing activities in terms of both pavement improvement effectiveness and costs. This paper shows that maintenance activities, if applied optimally, have the potential to significantly prolong pavement service life between consecutive rehabilitations and reduce overall pavement lifecycle costs.

[1]  George J Chong ROUT AND SEAL CRACKS IN FLEXIBLE PAVEMENT : A COST-EFFECTIVE PREVENTIVE MAINTENANCE PROCEDURE , 1989 .

[2]  Moshe Ben-Akiva,et al.  Optimal Inspection And Repair Policies For Transportation Facilities , 1994 .

[3]  Pablo Luis Durango-Cohen,et al.  A time series analysis framework for transportation infrastructure management , 2007 .

[4]  Yanfeng Ouyang,et al.  Pavement Resurfacing Planning for Highway Networks: Parametric Policy Iteration Approach , 2007 .

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

[6]  Mohammad Mamunur Rashid,et al.  Trend Curve Optimal Control Model for Optimizing Pavement Maintenance Strategies Consisting of Various Treatments , 2012, Comput. Aided Civ. Infrastructure Eng..

[7]  Moshe E. Ben-Akiva,et al.  Optimal Inspection and Repair Policies for Infrastructure Facilities , 1994, Transp. Sci..

[8]  Yanfeng Ouyang,et al.  An analytical solution for the finite-horizon pavement resurfacing planning problem , 2006 .

[9]  Samer Madanat,et al.  A bottom-up solution for the multi-facility optimal pavement resurfacing problem , 2011 .

[10]  Kamal Golabi,et al.  A Statewide Pavement Management System , 1982 .

[11]  Y. Ouyang,et al.  Optimal scheduling of rehabilitation activities for multiple pavement facilities: exact and approximate solutions , 2004 .

[12]  Samer Madanat Incorporating inspection decisions in pavement management , 1993 .

[13]  T. Friesz,et al.  A model of optimal transport maintenance with demand responsiveness , 1979 .

[14]  Joseph L. Schofer,et al.  Trend curve optimal control model for highway pavement maintenance: Case study and evaluation , 1994 .

[15]  Joseph Ponniah,et al.  CRACK SEALING IN FLEXIBLE PAVEMENTS: A LIFE-CYCLE COST ANALYSIS , 1996 .

[16]  Michael J Markow,et al.  OPTIMAL REHABILITATION FREQUENCIES FOR HIGHWAY PAVEMENTS , 1985 .

[17]  T. Friesz,et al.  Influence of Demand-Quality Interrelationships on Optimal Policies for Stage Construction of Transportation Facilities , 1981 .

[18]  Samer Madanat,et al.  A steady-state solution for the optimal pavement resurfacing problem , 2002 .

[19]  Wayne J. Davis,et al.  Optimal maintenance decisions for pavement management , 1987 .