Evaluating Impact of Pavement Condition Sampling Advances on Life-Cycle Management

Over the past two decades, several new nondestructive technologies have been developed and applied in collecting raw condition data and processing them to produce useful condition input to infrastructure inspection, maintenance, and rehabilitation (IM&R) decision making aimed at minimizing expected total life-cycle cost. Such advances initially motivated the quantification of condition measurement uncertainty and the incorporation of this uncertainty in decision making. Following this development, the spatial variation of condition has been quantified and has led to the recent extension of decision-making methods to take into account sampling uncertainty and determine the optimal sample size, along with the other IM&R activities. In this paper, the evaluation of the contributions of the condition sampling–related advances to improved decision making is presented. An evaluation methodology is developed and subsequently applied to a realistic example facility. The methodology is based on comparing decision-making frameworks that reflect the advances of interest with those that do not. The basic idea behind comparing any two frameworks is to use each to produce optimal IM&R policies that are based on the specific assumptions they reflect and then to simulate these optimal policies within the framework reflecting the truth with regard to capturing the most realistic assumptions. The results of the application of this evaluation methodology indicate that the magnitudes of the value of the condition-sampling advances of interest are found to be appreciable in both expected total life-cycle cost and IM&R agency cost.

[1]  Rabi G. Mishalani,et al.  Optimal Spatial Sampling of Infrastructure Condition: Life-Cycle-Based Approach Under Uncertainty , 2006 .

[2]  Liying Gong,et al.  Optimal infrastructure condition sampling over space and time for maintenance decision-making under uncertainty , 2009 .

[3]  Rabi Gilbert Mishalani Extracting spatial information on infrastructure distress using a stochastic modeling approach : application to highway maintenance decision making , 1993 .

[4]  Rabi G. Mishalani,et al.  Optimal Spatial Sampling of Infrastructure Condition , 2006 .

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

[6]  Samer Michel Madanat Optimizing sequential decisions under measurement and forecasting uncertainty : application to infrastructure inspection, maintenance and rehabilitation , 1991 .

[7]  Moshe Ben-Akiva,et al.  Infrastructure management under uncertainty: Latent performance approach , 1993 .

[8]  K H McGhee,et al.  AUTOMATED PAVEMENT DISTRESS COLLECTION TECHNIQUES , 2004 .

[9]  Moshe Ben-Akiva,et al.  Modeling Infrastructure Performance and User Costs , 1995 .

[10]  Rabi G. Mishalani,et al.  Uniform Infrastructure Fields: Definition and Identification , 1995 .

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

[12]  Ross B. Corotis,et al.  INSPECTION, MAINTENANCE, AND REPAIR WITH PARTIAL OBSERVABILITY , 1995 .

[13]  Samer Madanat,et al.  Optimal infrastructure management decisions under uncertainty , 1993 .

[14]  Moshe Ben-Akiva,et al.  "Decision-Making Under Uncertainty In Infrastructure Management: The Latent Performance Approach" , 1993 .

[15]  Frannie Humplick,et al.  HIGHWAY PAVEMENT DISTRESS EVALUATION: MODELING MEASUREMENT ERROR , 1992 .

[16]  Samer Madanat,et al.  Optimal Inspection and Maintenance Policies for Infrastructure Networks , 2000 .

[17]  Haris N. Koutsopoulos,et al.  MODELING THE SPATIAL BEHAVIOR OF INFRASTRUCTURE CONDITION , 2002 .

[18]  Shelley M Stoffels,et al.  Road User Cost Models for Network-Level Pavement Management , 2000 .

[19]  Essam A Sharaf,et al.  DEVELOPMENT OF A METHODOLOGY TO ESTIMATE PAVEMENT MAINTENANCE AND REPAIR COSTS FOR DIFFERENT RANGES OF PAVEMENT CONDITION INDEX , 1987 .