| | PAVEMENT DESIGN FOR ROADS, STREET, WALKS, AND OPEN |
| | 2,17 | | MB | STORAGE AREAS |
| | 119 | | stron |
| | 6356 | | ID | UNITED STATES ARMY CORPS OF ENGINEERS |
| | 2003 | | rok |
| | Table of Contents |
| | CHAPTER 1. INTRODUCTION |
| | Purpose 1-1 1-1 |
| | Scope 1-2 1-1 |
| | References 1-3 1-1 |
| | Selection of Pavement Type 1-4 1-1 |
| | Basis of Design 1-5 1-1 |
| | Computer Aided Design 1-6 1-1 |
| | CHAPTER 2. PRELIMINARY INVESTIGATIONS |
| | General 2-1 2-1 |
| | Investigations of Site 2-2 2-1 |
| | Soil Conditions 2-3 2-1 |
| | Borrow Areas 2-4 2-1 |
| | CHAPTER 3. VEHICULAR TRAFFIC |
| | Effect on Pavement Design 3-1 3-1 |
| | Traffic Evaluation 3-2 3-1 |
| | CHAPTER 4. FLEXIBLE PAVEMENT SUBGRADES |
| | Factors To Be Considered 4-1 4-1 |
| | Compaction 4-2 4-1 |
| | Compaction Example 4-3 4-1 |
| | Selection of Design CBR Values 4-4 4-2 |
| | CHAPTER 5. FLEXIBLE PAVEMENT SELECT MATERIALS AND SUBBASE COURSES |
| | General 5-1 5-1 |
| | Materials 5-2 5-1 |
| | Compaction 5-3 5-4 |
| | Drainage 5-4 5-2 |
| | Selection of Design CBR Values 5-5 5-2 |
| | CHAPTER 6. FLEXIBLE PAVEMENT BASE COURSES |
| | Materials 6-1 6-1 |
| | Compaction 6-2 6-1 |
| | Drainage 6-3 6-1 |
| | Selection of Design CBR 6-4 6-1 |
| | Minimum Thickness 6-5 6-1 |
| | CHAPTER 7. BITUMINOUS PAVEMENT |
| | General 7-1 7-1 |
| | Criteria for Bituminous Pavements 7-2 7-1 |
| | CHAPTER 8. FLEXIBLE PAVEMENT DESIGN |
| | General 8-1 8-1 |
| | Design Procedure 8-2 8-1 |
| | Design Index 8-3 8-1 |
| | Thickness Criteria-Conventional Flexible Pavements 8-4 8-1 |
| | Example Thickness Design-Conventional Flexible Pavements 8-5 8-2 |
| | Thickness Criteria-Stabilized Soil Layers 8-6 8-3 |
| | Example Thickness Design-Stabilized Soil Layers 8-7 8-4 |
| | Shoulders and Similar Areas 8-8 8-4 |
| | Bituminous Sidewalks 8-9 8-5 |
| | Bituminous Driveways 8-10 8-5 |
| | Curbs and Gutters 8-11 8-6 |
| | Flexible Overlay Design 8-12 8-6 |
| | CHAPTER 9. RIGID PAVEMENT SUBGRADES |
| | Soil Classification and Tests 9-1 9-1 |
| | Compaction 9-2 9-1 |
| | Treatment of Unsuitable Soils 9-3 9-1 |
| | Determination of Modulus of Subgrade Reaction 9-4 9-2 |
| | CHAPTER 10. RIGID PAVEMENT BASE COURSES |
| | General Requirements 10-1 10-1 |
| | Materials 10-2 10-1 |
| | Compaction 10-3 10-1 |
| | Frost Requirements 10-4 104 |
| | CHAPTER 11. CONCRETE PAVEMENT |
| | Mix Proportioning and Control 11-1 11-1 |
| | Testing 11-2 11-1 |
| | Special Conditions 11-3 11-1 |
| | CHAPTER 12. PLAIN CONCRETE PAVEMENT DESIGN |
| | General 12-1 12-1 |
| | Roller-Compacted Concrete Pavements 12-2 12-1 |
| | Design Procedure 12-3 12-1 |
| | Design Procedure for Stabilized Foundations 12-4 12-3 |
| | Design Examples 12-5 12-4 |
| | Concrete Sidewalks 12-6 12-4 |
| | Concrete Driveways 12-7 12-5 |
| | Curbs, Gutters, and Shoulders 12-8 12-5 |
| | CHAPTER 13. REINFORCED CONCRETE PAVEMENTS |
| | Application 13-1 13-1 |
| | Design Procedure 13-2 13-3 |
| | Limitations 13-3 13-5 |
| | Reinforcing Steel 13-4 13-5 |
| | Design Examples 13-5 13-5 |
| | Design Details 13-6 13-6 |
| | CHAPTER 14. PAVEMENT OVERLAYS |
| | General 14-1 14-1 |
| | Definitions and Symbols for Overlay Pavement Design 14-2 14-1 |
| | Preparation of Existing Pavement 14-3 14-1 |
| | Condition of Existing Rigid Pavement 14-4 14-2 |
| | Rigid Overlay of Existing Rigid Pavement 14-5 14-2 |
| | Rigid Overlay of Existing Flexible or Composite Pavements 14-6 14-4 |
| | Flexible Overlay of Flexible Pavements 14-7 14-4 |
| | Flexible Overlay of Rigid Base Pavement 14-8 14-4 |
| | Use of Geotextiles to Retard Reflective Cracking 14-9 14-7 |
| | Overlays in Frost Regions 14-10 14-8 |
| | Overlay Design Example 14-11 14-8 |
| | CHAPTER 15. JOINTS FOR PLAIN CONCRETE |
| | Design Details 15-1 15-1 |
| | Joint Types and Usage 15-2 15-1 |
| | Dowels 15-3 15-17 |
| | Special Provisions for Slipform Paving 15-4 15-17 |
| | Joint Sealing 15-5 15-17 |
| | Special Joints and Junctures 15-6 15-17 |
| | CHAPTER 16. JOINTS FOR REINFORCED CONCRETE |
| | Requirements 16-1 16-1 |
| | Joint Sealing 16-2 16-8 |
| | CHAPTER 17. ROLLER-COMPACTED CONCRETE PAVEMENTS |
| | Introduction 17-1 17-1 |
| | Load Transfer 17-2 17-1 |
| | Thickness Design 17-3 17-1 |
| | Multilift Pavements 17-4 17-1 |
| | Joint Types for RCC 17-5 17-2 |
| | CHAPTER 18. SEASONAL FROST CONDITIONS |
| | General 18-1 18-1 |
| | Definitions 18-2 18-2 |
| | Frost-Susceptibility Classification 18-3 18-4 |
| | Alternative Methods of Thickness Design 18-4 18-6 |
| | Selection of Design Method 18-5 18-6 |
| | Limited Subgrade Frost Penetration 18-6 18-6 |
| | Reduced Subgrade Strength 18-7 18-12 |
| | Use of State Highway Requirements 18-8 18-14 |
| | Free-Draining Material Directly Beneath Bound Base or Surfacing Layer 18-9 18-14 |
| | Other Granular Unbound Base Course 18-10 18-15 |
| | Use of Fl and F2 Soils for Base Materials 18-11 18-15 |
| | Filter or Drainage Requirements 18-12 18-15 |
| | Stabilizers and Stabilized Layers 18-13 18-15 |
| | Stabilization with Lime and with LCF 18-14 18-16 |
| | Stabilization with Portland Cement 18-15 18-16 |
| | Stabilization with Bitumen 18-16 18-16 |
| | Subgrade Requirements 18-17 18-16 |
| | Other Measures to Reduce Heave 18-18 18-18 |
| | Pavement Cracking Associated with Frost Heave 18-19 18-18 |
| | Control of Subgrade and Base Course Construction 18-20 18-18 |
| | Base Course Construction 18-21 18-19 |
| | Compaction 18-22 18-19 |
| | Use of Insulation Materials in Pavements 18-23 18-19 |
| | Design Example-Heavily Trafficked Road 18-24 18-19 |
| | APPENDIX A. REFERENCES A-1 |
| | APPENDIX B. DETERMINATION OF FLEXURAL STRENGTH AND MODULUS OF ELASTICITY OF |
| | BITUMINOUS CONCRETE B-1 |
| | APPENDIX C. METHOD OF TEST FOR PERFORMED POLYCHLOROPRENE ELASTOMERIC |
| | JOINT SEAL JET-FUEL-RESISTANCE C-1 |
| | APPENDIX D. USE OF INSULATION MATERIALS IN PAVEMENTS D-1 |
| | APPENDIX E. COMPUTER AIDED DESIGN FOR FLEXIBLE ROAD PAVEMENTS/RIGID ROAD |
| | PAVEMENTS E-1 |