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研究生: 桑托斯
Santos, Carlos Alejandro
論文名稱: 既建高速公路鋪面整建既維養成效契約之成本分析 – 以國道一號彰化系統交流道為例
Cost Analysis of Transforming Existing Freeway Pavement in Place Towards Performance-Based Contract- Case Study for ChangHua System Interchange of National Highway No.1 in Taiwan
指導教授: 楊士賢
Yang, Shih-Hsien
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2020
畢業學年度: 108
語文別: 英文
論文頁數: 56
外文關鍵詞: Performance-Based Contract, Key Performance Index, International Roughness Index, Mechanical Empirical Design, Cost Analysis
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  • Performance-based contracts (PBC) are becoming the most favored procurement strategy among road agencies. Many agencies over the last few decades have implemented the use of PBC to maintain and manage roads. The World Bank studies have shown that applying PBC includes cost savings and improved road conditions. The selection of key performance indicators (KPI) and their threshold is of vital importance; however, several agencies have demonstrated that KPI's thresholds are based on ambition alone instead of rational analysis. This is as a result of a lack of procedure and framework to quantify the impact of different KPI levels on agencies and users’ costs. Thus, this study was aiming to investigate the change of the International Roughness Index (IRI) threshold to the construction cost in a PBC project and satisfy agency’s minimum operational intervention expectation. Electronic toll collection (ETC) data from Central Taiwan was used to derive a site-specific traffic volume and was further linked to traffic load spectrum. The mechanical-empirical (ME) pavement analysis approach was employed in the study to analyze the performance of pavement in-place and various pavement rehabilitation strategies with different IRI thresholds. The results were used to calculate the agency costs including construction works cost, traffic control cost, quality management fees, and health facilities fees. It was found that small variation in the IRI threshold significantly affected the cost of PBC. Also, doing rehabilitation every five years to maintain an IRI standard of 2.5 m/km, reduces agency maintenance cost. Finally, this study recommends that the IRI threshold selection process should be accompanied by deliberation of project constraints.

    ABSTRACT I DEDICATION II ACKNOWLEDGMENTS III CONTENTS IV LIST OF TABLES VI LIST OF FIGURES VII 1 CHAPTER ONE INTRODUCTION 1 1.1 Background. 1 1.2 Research Objective. 3 1.3 Thesis Limitation and Scope 3 1.4 Thesis Organization. 4 2 CHAPTER TWO LITERATURE REVIEW 6 2.1 Performance-Based Contract 6 2.2 Pavement Performance Modeling 8 3 CHAPTER THREE RESEARCH METHODOLOGY 11 3.1 Traffic Data Collection 12 3.1.1 Average Daily Traffic (ADT) 12 3.1.2 Vehicle Classification 13 3.1.3 Lane Distribution 16 3.2 Pavement Configuration 17 3.3 Pavement Rehabilitation Strategies 17 3.4 Pavement Performance Modeling 19 3.4.1 Rutting Transfer Function 20 3.4.2 Bottom-Up Fatigue Cracking Transfer Function 22 3.4.3 Smoothness Transfer Function (IRI) 24 3.5 Pavement Performance and AC OL Thickness Spectrum 25 3.6 Cost Analysis 26 3.6.1 Agency Cost 26 3.6.2 User’s Delay Cost 28 4 CHAPTER FOUR RESULT AND DISCUSSION 30 4.1 ETC Traffic Data 30 4.2 In-Situ Pavement Performance 31 4.3 Rehabilitation Performance of Various Rehabilitation Cases 32 4.3.1 Asphalt Concrete (AC) Repair Strategy 32 4.3.2 Base Repair Strategy 33 4.3.3 Subgrade Repair Strategy 34 4.3.4 Summary of IRI progression 35 4.4 AC OL Thickness Predictive model 36 4.5 Agency Cost 39 4.5.1 Regular Maintenance Cost 39 4.5.2 OL Cost for HMA Repair Scenario 40 4.5.3 OL Cost for Subgrade Repair Scenario 41 4.6 Users Delay Cost 42 4.6.1 The Volume of Users Affected 42 4.6.2 Down Time 43 4.6.3 Delay Cost per Night 44 4.6.4 Delay Cost for AC Repair and Subgrade Repair Scenario 45 4.6.5 Discussion and Summary 45 5 CHAPTER FIVE CONCLUSION AND SUGGESTION 48 5.1 Conclusion 48 5.2 Recommendation. 49 6 REFERENCES 50

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