Flexible Pavement Condition-rating Model for Maintenance and Rehabilitation Selection

Flexible Pavement Condition-rating Model for Maintenance and Rehabilitation Selection PDF Author: Wael Elias Tabara
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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Book Description
Keeping asphalt-surfaced highways and roads in an acceptable condition is the major goal that departments of transportation and pavement engineers always strive to achieve. According to ASCE 2009 report card, an estimated spending of $186 billion is needed annually to substantially improve highways conditions. Hence, prediction models of current and future pavement condition should be rationalized and studied from cost effective perspective. In modeling the pavement condition, two major categories of models have been used: (1) deterministic and (2) stochastic. Existing models consider some factors that might be more critical than others, such as roughness measurements and distress information. They ignore other factors that could have a real effect on the accuracy of the pavement performance model(s), such as climate conditions. Therefore, the current research aims at developing a comprehensive condition-rating model that incorporates a wider range of possible factors significantly affecting flexible pavement performance. Data for this research were collected from the records of Nebraska Department of Roads (NDOR) called "Tab Files". In addition to a questionnaire that was designed and sent to pavement engineers and experts in North America. An integrated model was developed using Multi-Attribute Utility Theory (MAUT) and multiple regression analysis. Sensitivity analysis of the developed regression models is done using Monte-Carlo simulation to quickly identify the high-impact factors. Models' validation shows robust results with an average validity percent of 94% in which they can be utilized by Departments of Transportation (DOT) and/or Pavement Management Systems (PMS) as a useful tool for assessing and predicting pavement conditions.

Flexible Pavement Condition-rating Model for Maintenance and Rehabilitation Selection

Flexible Pavement Condition-rating Model for Maintenance and Rehabilitation Selection PDF Author: Wael Elias Tabara
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

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Book Description
Keeping asphalt-surfaced highways and roads in an acceptable condition is the major goal that departments of transportation and pavement engineers always strive to achieve. According to ASCE 2009 report card, an estimated spending of $186 billion is needed annually to substantially improve highways conditions. Hence, prediction models of current and future pavement condition should be rationalized and studied from cost effective perspective. In modeling the pavement condition, two major categories of models have been used: (1) deterministic and (2) stochastic. Existing models consider some factors that might be more critical than others, such as roughness measurements and distress information. They ignore other factors that could have a real effect on the accuracy of the pavement performance model(s), such as climate conditions. Therefore, the current research aims at developing a comprehensive condition-rating model that incorporates a wider range of possible factors significantly affecting flexible pavement performance. Data for this research were collected from the records of Nebraska Department of Roads (NDOR) called "Tab Files". In addition to a questionnaire that was designed and sent to pavement engineers and experts in North America. An integrated model was developed using Multi-Attribute Utility Theory (MAUT) and multiple regression analysis. Sensitivity analysis of the developed regression models is done using Monte-Carlo simulation to quickly identify the high-impact factors. Models' validation shows robust results with an average validity percent of 94% in which they can be utilized by Departments of Transportation (DOT) and/or Pavement Management Systems (PMS) as a useful tool for assessing and predicting pavement conditions.

Flexible Pavement Condition Rating

Flexible Pavement Condition Rating PDF Author: G. J. Chong
Publisher: [Downsview] : Research and Development Branch, Ministry of Transportation of Ontario
ISBN:
Category : Pavements, Flexible
Languages : en
Pages : 104

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Book Description


Flexible Pavement Rehabilitation and Maintenance

Flexible Pavement Rehabilitation and Maintenance PDF Author: Prithvi S. Kandhal
Publisher: ASTM International
ISBN: 0803124929
Category : Asphalt concrete
Languages : en
Pages : 182

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Book Description
Papers from a December 1997 symposium detail innovative and effective strategies for rehabilitation and maintenance of existing highways. Primary topics addressed include pavement evaluation for rehabilitation and management, cold in-place recycling techniques for pavement rehabilitation, effectiven

Modern Pavement Management

Modern Pavement Management PDF Author: Ralph Haas
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 682

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Book Description
Focusing on the process of pavement management, this text covers topics such as data acquisition and evaluation, network level priority programming and project level design. Examples of working systems are provided, as well as guidance for implementation.

Manual for Condition Rating of Flexible Pavements

Manual for Condition Rating of Flexible Pavements PDF Author: G. J. Chong
Publisher: [Downsview] : Research and Development Branch, Ministry of Transportation of Ontario
ISBN:
Category : Highway engineering
Languages : en
Pages : 120

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Book Description
This manual categorizes distress manifestations and provides illustrations of each category to lend uniformity to reporting and interpretation. Descriptions of the density of occurrence and the severity of each type of distress manifestation are made to conform to standard words which precisely express the relative density or severity on a scale of 1-5. Probable causes of each distress manifestation are presented, together with comments on progressive deterioration or other behaviour which might affect remedial treatment. Possible remedial measures are included under each distress manifestation.

Pavement Management Methodologies to Select Projects and Recommend Preservation Treatments

Pavement Management Methodologies to Select Projects and Recommend Preservation Treatments PDF Author: Kathryn A. Zimmerman
Publisher: Transportation Research Board
ISBN: 9780309058667
Category : Technology & Engineering
Languages : en
Pages : 108

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Book Description
This synthesis will be of interest to highway administrators; pavement management system (PMS), maintenance, and computer engineers; and technologists involved with data collection and computer programming for the purposes of a PMS. This synthesis describes the state of the practice with respect to pavement management methodologies to select projects and recommend preservation treatments. This report of the Transportation Research Board also describes the predominant pavement management methodologies being used by U.S. state and Canadian provincial transportation agencies; provides a general description of each methodology; and summarizes the requirements, benefits, hindrances, and constraints associated with each. It includes a review of domestic literature and a survey of current practices in North America. In addition, case studies are included to illustrate the use of these methodologies within transportation agencies. Operational and soon-to-be implemented technologies are also discussed, and an extensive bibliography is provided for further reference.

Selecting a Preventive Maintenance Treatment for Flexible Pavements

Selecting a Preventive Maintenance Treatment for Flexible Pavements PDF Author: Russell G. Hicks
Publisher:
ISBN:
Category : Pavements, Asphalt
Languages : en
Pages : 98

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Book Description


Distress Identification Manual for the Long-term Pavement Performance Project

Distress Identification Manual for the Long-term Pavement Performance Project PDF Author:
Publisher: Strategic Highway Research Program (Shrp)
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 164

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Book Description


Flexible Pavement Condition Prediction Models for Local Governments

Flexible Pavement Condition Prediction Models for Local Governments PDF Author: Adrain Reed Gibby
Publisher:
ISBN:
Category :
Languages : en
Pages : 380

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Book Description


Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-empirical Procedure for Fatigue Cracking Modeling

Flexible Pavement Condition Model Using Clusterwise Regression and Mechanistic-empirical Procedure for Fatigue Cracking Modeling PDF Author: Zairen Luo
Publisher:
ISBN:
Category : Pavements, Flexible
Languages : en
Pages : 238

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Book Description
Pavement condition prediction modeling is a critical component of a pavement management system (PMS). Accurate prediction models assist agencies in performing cost-effective maintenance or rehabilitation at the proper time, thus most efficiently improving the overall pavement condition under specific budget limits. The accuracy of a prediction function is dependent on data availability and the modeling method that is employed. The family method, which groups pavements into families and then fits data to a prediction function within each family using the ordinary least squares (OLS) regression method, may result in prediction functions with large scatters, i.e., low predictive accuracy. In this study, a method called clusterwise regression was proposed to be employed to predict the pavement condition ratings (PCR). The clusterwise regression simultaneously determines clusters (families) and corresponding prediction functions. In order to make this method practical, a modification was made by estimating membership of a data point to a cluster utilizing its error terms. An application of the modified clusterwise regression was proposed to predict PCR of future years by directly utilizing the result of the modified clusterwise regression. The results of the study show that the proposed procedure improved the accuracy of predictions from that of the family method. The prediction equations of PCR for flexible pavements in Ohio have been developed. A simplified mechanistic-empirical based probabilistic method was also used to model one of the major distress types of flexible pavement, that of fatigue cracking. The categorical fatigue cracking ratings were first converted to numerical values. The regression coefficients in the model were then determined by minimizing the differences between the measured and predicted fatigue cracking areas. The estimated fatigue cracking model can predict the occurrence of fatigue cracking for any specified percentage. However, the limited data available from the database restricts the accuracy of the calibrated model.