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CONTENTS<br/>Chapter 1: Introduction 1<br/>1.1. Background (Bhavan, 2009) 1<br/>1.2. Need for The Study 2<br/>1.3. Objective of The Research 2<br/>1.4. Scope of Study 2<br/>1.5. Research Design 2<br/>1.6. Research Methodology 3<br/>1.7. Expected Outcome 3<br/>Chapter 2: Literature Study 4<br/>2.1 Introduction to study area (Mathew, 2009) 4<br/>2.2 Type of pavements (Mathew, 2009) 4<br/>2.2.1 Flexible Pavement (Mathew, 2009) 5<br/>2.2.2 Rigid Pavement (Mathew, 2009) 6<br/>2.3 Rigid v/s Flexible pavement (Mishra, 2017) 6<br/>2.4 Life Cycle Cost Analysis 7<br/>2.5 Mandal Becharaji Special Investment Region (MBSIR) (Bhavan, 2009) 7<br/>2.5.1 Location and Connectivity – MBSIR (Bhavan, 2009) 8<br/>2.5.2 Existing Major Road Network (Bhavan, 2009) 9<br/>2.5.3 Location with respect to Environmentally Sensitive areas (Bhavan, 2009) 10<br/>CHAPTER 3: DESIGN DATA 11<br/>3.1 Design of Flexible pavement 11<br/>3.1.1 Design of pavement for new 2-lane road (CONGRESS, Guideline for the design of flexible pavements, 2001) 11<br/>3.1.2 Material Specification (CONGRESS, Guideline for the design of flexible pavements, 2001) 13<br/>3.2 Design of Rigid Pavement 14<br/>3.2.1 Design of pavement for new 2-lane road (CONGRESS, Guidelines for the design of plain jointed rigid pavements for highways, 2002) 14<br/>3.2.2 Fatigue Life (CONGRESS, Guidelines for the design of plain jointed rigid pavements for highways, 2002) 15<br/>3.2.3 Check for Stresses (CONGRESS, Guidelines for the design of plain jointed rigid pavements for highways, 2002) 17<br/>3.2.4 Design of Dowel Bars (CONGRESS, Guidelines for the design of plain jointed rigid pavements for highways, 2002) 19<br/>3.2.5 Design of Tie Bars (CONGRESS, Guidelines for the design of plain jointed rigid pavements for highways, 2002) 20<br/>3.3 Road Cross Sections 21<br/>3.3.1 Depending upon width (Bhavan, 2009) 21<br/>3.3.2 Depending upon depth 23<br/>3.4 Quantity Analysis 25<br/>3.4.1 Summary Quantities 25<br/>3.4.2 Total Quantities 26<br/>3.5 Cost Analysis 27<br/>3.5.1 Construction and Maintenance Cost of Flexible Pavement 28<br/>3.5.1.1 Cost of Flexible Pavement for 30 m RoW 28<br/>3.5.1.2 Cost of Flexible Pavement for 45 m RoW 29<br/>3.5.1.3 Cost of Flexible Pavement for 60 m RoW 30<br/>3.5.1.4 Cost of Flexible Pavement for 90 m RoW 31<br/>3.5.2 Construction and Maintenance Cost of Rigid Pavement 31<br/>3.5.2.1 Cost of Rigid Pavement for 30 m RoW 32<br/>3.5.2.2 Cost of Rigid Pavement for 45 m RoW 33<br/>3.5.2.3 Cost for of Rigid Pavement 60 m RoW 34<br/>3.5.2.4 Cost of Rigid Pavement for 90 m RoW 35<br/>3.5.3 Total Project Cost for Construction and Maintenance 36<br/>3.5.4 Fuel Saving Cost 37<br/>CHAPTER 4: LIFE CYCLE COST ANALYSIS 38<br/>4.1 NPV Analysis for Flexible Pavement 38<br/>4.1.1 NPV of 30 m RoW 38<br/>4.1.2 NPV of 45 m RoW 39<br/>4.1.3 NPV of 60 m RoW 40<br/>4.1.4 NPV of 90 m RoW 41<br/>4.2 NPV Analysis for Rigid Pavement 42<br/>4.2.1 NPV of 30 m RoW 42<br/>4.2.2 NPV of 45 m RoW 43<br/>4.2.3 NPV of 60 m RoW 44<br/>4.2.4 NPV of 90 m RoW 45<br/>4.3 LCCA Comparison between Flexible and Rigid Pavement 46<br/>4.3.1 LCCA Comparison for 30 m, 45 m, 60 m, & 90m RoW 47<br/>CHAPTER 5: CONCLUSION 48<br/>CHAPTER 6: RECOMMENDATIONS 48<br/>CHAPTER 7: BIBLIOGRAPHY 49<br/> |
