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    Using Count Data to Model Infrastructure Distress Initiation and Progression 

    Source: Journal of Infrastructure Systems:;2015:;Volume ( 021 ):;issue: 001
    Author(s): Feng Hong; Jorge A. Prozzi
    Publisher: American Society of Civil Engineers
    Abstract: Transportation infrastructure condition (or distress) can be modeled as continuous or discrete variables. As discrete variables, they are commonly recorded with nonnegative integers. In deterioration models, these variables ...
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    Estimation of Pavement Performance Deterioration Using Bayesian Approach 

    Source: Journal of Infrastructure Systems:;2006:;Volume ( 012 ):;issue: 002
    Author(s): Feng Hong; Jorge A. Prozzi
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates an incremental pavement performance model based on experimental data from the American Association of State Highway Officials road test. Structural properties, environmental effects, and traffic ...
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    Pavement Deterioration Model Incorporating Unobserved Heterogeneity for Optimal Life-Cycle Rehabilitation Policy 

    Source: Journal of Infrastructure Systems:;2015:;Volume ( 021 ):;issue: 001
    Author(s): Feng Hong; Jorge A. Prozzi
    Publisher: American Society of Civil Engineers
    Abstract: Both deterioration and policy optimization models play a key role in pavement infrastructure management. A successful management system requires sound deterioration modeling as the basis for the policy optimization modeling ...
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    Average Treatment Effect for Modeling Maintenance Work 

    Source: Journal of Infrastructure Systems:;2010:;Volume ( 016 ):;issue: 002
    Author(s): Jorge A. Prozzi; Feng Hong
    Publisher: American Society of Civil Engineers
    Abstract: The evaluation of the effect of maintenance and rehabilitation (M&R) activities plays a critical role in pavement management systems. A quantification of the treatment effect usually resorts to simple statistical regression ...
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    Effect of Weigh-in-Motion System Measurement Errors on Load-Pavement Impact Estimation 

    Source: Journal of Transportation Engineering, Part A: Systems:;2007:;Volume ( 133 ):;issue: 001
    Author(s): Jorge A. Prozzi; Feng Hong
    Publisher: American Society of Civil Engineers
    Abstract: Weigh-in-motion (WIM) technology has found increasing application in the highway and transportation areas for traffic data collection for the purpose of highway capacity analysis, aiding enforcement and, most recently, ...
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    Roughness Model Accounting for Heterogeneity Based on In-Service Pavement Performance Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Feng Hong; Jorge A. Prozzi
    Publisher: American Society of Civil Engineers
    Abstract: Deterioration modeling is a key component in a transportation infrastructure management system. It serves to capture and predict the performance of a facility. A sound deterioration model should incorporate: (1) relevant ...
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    Transportation Infrastructure Performance Modeling through Seemingly Unrelated Regression Systems 

    Source: Journal of Infrastructure Systems:;2008:;Volume ( 014 ):;issue: 002
    Author(s): Jorge A. Prozzi; Feng Hong
    Publisher: American Society of Civil Engineers
    Abstract: Deterioration modeling plays a central role in performance prediction, a key component in transportation infrastructure system management. The deterioration of a facility can be expressed in terms of numerous indicators. ...
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    Accounting for Censoring and Unobserved Heterogeneity in Pavement Cracking 

    Source: Journal of Infrastructure Systems:;2015:;Volume ( 021 ):;issue: 002
    Author(s): José P. Aguiar-Moya; Jorge A. Prozzi
    Publisher: American Society of Civil Engineers
    Abstract: Most fatigue cracking models in use have been developed using the ordinary least squares (OLS) method. However, fatigue cracking data (or any type of cracking data) consists of censored data since it has a lower limit of ...
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    Incremental Nonlinear Model for Predicting Pavement Serviceability 

    Source: Journal of Transportation Engineering, Part A: Systems:;2003:;Volume ( 129 ):;issue: 006
    Author(s): Jorge A. Prozzi; Samer M. Madanat
    Publisher: American Society of Civil Engineers
    Abstract: A recursive nonlinear model was developed for the prediction of pavement performance as a function of traffic characteristics, pavement structural properties, and environmental conditions. The model highlights some of the ...
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    Pay Factors Based on Observed Field-Performance Data 

    Source: Journal of Transportation Engineering, Part A: Systems:;2016:;Volume ( 142 ):;issue: 005
    Author(s): Prasad Buddhavarapu; Jorge A. Prozzi; Andre de Fortier Smit
    Publisher: American Society of Civil Engineers
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