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REMOTE SENSING AND GIS  BASED PAVEMENT PERFORMANCE  PREDICTION MODEL USING  ARTIFICIAL NEURAL NETWORK UNDER THE GUIDENCE, Dr.C.UDHAYA KUMAR ASST. PROFESSOR IRS, ANNA UNIVERSITY BY, DEVI PRIYADARISINI.K ROLL NO:  200712103 M.E. GEO INFORMATICS IRS, ANNA UNIVERSITY.
INTRODUCTION Pavement surface are a major component of Infrastructure.  The existing route system has become structurally inadequate. GIS can add tremendous functionality to a pavement management condition program.
Objectives To map the present condition  of the pavement. To develop pavement performance predicition model.  To incorporate the model with GIS and create graphical outputs. To validate the model. To predict and map future condition.
Scope of Work To monitor and maintain the major infrastructure asset ,highway. The  knowledge of future pavement performance is essential to PMS. GIS environment to support the pavement management decision making using several application. Which would help in predict the pavement performance accurately .
Study Area Location  :  Chennai Stretches  :  Sadar Patel Road –  3000 m
 
Data to be Used Non – Spatial Data Spatial Data Structure of the pavement. Surface Parameter Cracks Potholes Rut Depth Skid Residence Soil Characteristics Slope Quick bird – 0.6m SOI Toposheets : 66C 4 , C8
 
Calculation of PSI The PSI value is calculated by using the following equation : PSI = 20.715 – 6.676 *log (R) – 0.0283 * D Where, R – Unevenness Index of the pavement surface    D – Total  Surface distress.
Pavement Condition Scale
Present PSI Scale Along S.P Road
Present Condition Map
Development of ANN Structure
Comparison of ANN architecture of the model
Comparison of ANN and PSI for PPP for testing set
Comparison of ANN and PSI for PPP for testing set
Predicted PSI value along SP Road
Future condition map
Pavement Condition Distribution Graph
Future Condition Distribution
Conclusion Development and use of PMS using Pavement attribute database in GIS environment. Different types of operation can be performed. The developed ANN model can be used for several Pavement Management decision. The ANN model developed gives out better results than the PPP to the AASHTO panel data. Effective decision making in Pavement Management System. Analysis and budget allocation for rehabilitation purpose.
Future Recommendation Applying the PSI and ANN model concept criterion to setup maintenance priorities, maintenance cost and pavement management programs. Adapting GPS and GIS based vision systems for the purpose of distresses data collection and measurements.
References Barry White and Alex Rocie, “GIS and Pavement Management”, Transportation Engineering ASCE.   San Diego, “Development of GIS based Illinois Highway pavement management”, ESRI user conference.  Deva Pratap, Kiran Kumar, “Highway Information System and Management using GIS”, Gis development.  Michael T. Me Nernery and Thomas Row, “GIS need assessment for TxDOT pavement information system”, US Dept. of Transport. Andres L.Bako, Zoltan Hervath, “Decision Supporting Model for Highway Maintaince”, Journal of Infrastructure  System, ASCE.  Gerardo W.Flintish , Randy Dymond and Jhon Collua, “Pavement Management  Application Using GIS”, NCHRP 2005, pp 1-25. Serdal Terzai, “Modeling the pavement serviceability ratio of flexible highway  pavement by ANN”, ELSEVIER, Construction and Building Materials 17 (2007) 577–582  
Contd… Mohammed Taleb Obaidat , Sharaf A. Al-kheder, “Integration of geographic information systems and computer vision systems for pavement distress classification”, ELSEVIER, Construction and Building Materials 20 (2006) 657–672   J.A.Prozji, S.M.Madanat, “Developing of Pavement Performance models combing Experimental field data”, Journal of Infrastructure System, ASCE. Samer Madana, Jorge A.Prozzi and Michael Han, “Effect of performance model accuracy on optimal pavement design”, Journal of Infrastructure System, ASCE 2006 August. Abul Hamid Modh Isa, Law Tick Hwa, Dadarcy Mohamed Ma’soen ,  “Pavement performance models for federal roads", Journal of Infrastructure System, ASCE, 2007, April Bosurgi G., “Artificial Neural Networks for Predicting Road Pavement Conditions”, 4 th  International SIIV Congress – PALERMO (ITALY), 12-14 September 2007.
 

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200712103

  • 1. REMOTE SENSING AND GIS BASED PAVEMENT PERFORMANCE PREDICTION MODEL USING ARTIFICIAL NEURAL NETWORK UNDER THE GUIDENCE, Dr.C.UDHAYA KUMAR ASST. PROFESSOR IRS, ANNA UNIVERSITY BY, DEVI PRIYADARISINI.K ROLL NO: 200712103 M.E. GEO INFORMATICS IRS, ANNA UNIVERSITY.
  • 2. INTRODUCTION Pavement surface are a major component of Infrastructure. The existing route system has become structurally inadequate. GIS can add tremendous functionality to a pavement management condition program.
  • 3. Objectives To map the present condition of the pavement. To develop pavement performance predicition model. To incorporate the model with GIS and create graphical outputs. To validate the model. To predict and map future condition.
  • 4. Scope of Work To monitor and maintain the major infrastructure asset ,highway. The knowledge of future pavement performance is essential to PMS. GIS environment to support the pavement management decision making using several application. Which would help in predict the pavement performance accurately .
  • 5. Study Area Location : Chennai Stretches : Sadar Patel Road – 3000 m
  • 6.  
  • 7. Data to be Used Non – Spatial Data Spatial Data Structure of the pavement. Surface Parameter Cracks Potholes Rut Depth Skid Residence Soil Characteristics Slope Quick bird – 0.6m SOI Toposheets : 66C 4 , C8
  • 8.  
  • 9. Calculation of PSI The PSI value is calculated by using the following equation : PSI = 20.715 – 6.676 *log (R) – 0.0283 * D Where, R – Unevenness Index of the pavement surface D – Total Surface distress.
  • 11. Present PSI Scale Along S.P Road
  • 13. Development of ANN Structure
  • 14. Comparison of ANN architecture of the model
  • 15. Comparison of ANN and PSI for PPP for testing set
  • 16. Comparison of ANN and PSI for PPP for testing set
  • 17. Predicted PSI value along SP Road
  • 21. Conclusion Development and use of PMS using Pavement attribute database in GIS environment. Different types of operation can be performed. The developed ANN model can be used for several Pavement Management decision. The ANN model developed gives out better results than the PPP to the AASHTO panel data. Effective decision making in Pavement Management System. Analysis and budget allocation for rehabilitation purpose.
  • 22. Future Recommendation Applying the PSI and ANN model concept criterion to setup maintenance priorities, maintenance cost and pavement management programs. Adapting GPS and GIS based vision systems for the purpose of distresses data collection and measurements.
  • 23. References Barry White and Alex Rocie, “GIS and Pavement Management”, Transportation Engineering ASCE. San Diego, “Development of GIS based Illinois Highway pavement management”, ESRI user conference. Deva Pratap, Kiran Kumar, “Highway Information System and Management using GIS”, Gis development. Michael T. Me Nernery and Thomas Row, “GIS need assessment for TxDOT pavement information system”, US Dept. of Transport. Andres L.Bako, Zoltan Hervath, “Decision Supporting Model for Highway Maintaince”, Journal of Infrastructure System, ASCE. Gerardo W.Flintish , Randy Dymond and Jhon Collua, “Pavement Management Application Using GIS”, NCHRP 2005, pp 1-25. Serdal Terzai, “Modeling the pavement serviceability ratio of flexible highway pavement by ANN”, ELSEVIER, Construction and Building Materials 17 (2007) 577–582  
  • 24. Contd… Mohammed Taleb Obaidat , Sharaf A. Al-kheder, “Integration of geographic information systems and computer vision systems for pavement distress classification”, ELSEVIER, Construction and Building Materials 20 (2006) 657–672 J.A.Prozji, S.M.Madanat, “Developing of Pavement Performance models combing Experimental field data”, Journal of Infrastructure System, ASCE. Samer Madana, Jorge A.Prozzi and Michael Han, “Effect of performance model accuracy on optimal pavement design”, Journal of Infrastructure System, ASCE 2006 August. Abul Hamid Modh Isa, Law Tick Hwa, Dadarcy Mohamed Ma’soen , “Pavement performance models for federal roads", Journal of Infrastructure System, ASCE, 2007, April Bosurgi G., “Artificial Neural Networks for Predicting Road Pavement Conditions”, 4 th International SIIV Congress – PALERMO (ITALY), 12-14 September 2007.
  • 25.