Free Download Engineering | Science | Technology Books

File : pdf, 2.93 MB, 118 pages

TOC

CHAPT 1. INTRODUCTION
Selection of Pavement Type
Basis of Design
Computer Aided Design

CHAPT 2. PRELIMINARY INVESTIGATIONS
Investigations of Site
Soil Conditions
Borrow Areas

CHAPT 3. VEHICULAR TRAFFIC
Effect on Pavement Design
Traffic Evaluation

CHAPT 4. FLEXIBLE PAVEMENT SUBGRADES
Factors To Be Considered
Compaction
Compaction Example
Selection of Design CBR Values

CHAPT 5. FLEXIBLE PAVEMENT SELECT MATERIALS AND SUBBASE COURSES
Materials
Compaction
Drainage
Selection of Design CBR Values

CHAPT 6. FLEXIBLE PAVEMENT BASE COURSES
Materials
Compaction
Drainage
Selection of Design CBR
Minimum Thickness

CHAPT 7. BITUMINOUS PAVEMENT
General
Criteria for Bituminous Pavements

CHAPT 8. FLEXIBLE PAVEMENT DESIGN
Thickness Criteria-Conventional Flexible Pavements
Example Thickness Design-Conventional Flexible Pavements
Thickness Criteria-Stabilized Soil Layers
Example Thickness Design-Stabilized Soil Layers
Shoulders and Similar Areas
Bituminous Sidewalks
Bituminous Driveways
Curbs and Gutters
Flexible Overlay Design

CHAPT 9. RIGID PAVEMENT SUBGRADES
Soil Classification and Tests
Compaction
Treatment of Unsuitable Soils
Determination of Modulus of Subgrade Reaction

CHAPT 10. RIGID PAVEMENT BASE COURSES
General Requirements
Materials
Compaction
Frost Requirements

CHAPT 11. CONCRETE PAVEMENT
Mix Proportioning and Control
Testing
Special Conditions

CHAPT 12. PLAIN CONCRETE PAVEMENT DESIGN
Roller-Compacted Concrete Pavements
Design Procedure
Design Procedure for Stabilized Foundations
Design Examples
Concrete Sidewalks
Concrete Driveways
Curbs, Gutters, and Shoulders

CHAPT 13. REINFORCED CONCRETE PAVEMENTS
Application
Design Procedure
Limitations
Reinforcing Steel
Design Examples
Design Details

CHAPT 14. PAVEMENT OVERLAYS
Definitions and Symbols for Overlay Pavement Design
Preparation of Existing Pavement
Condition of Existing Rigid Pavement
Rigid Overlay of Existing Rigid Pavement
Rigid Overlay of Existing Flexible or Composite Pavements
Flexible Overlay of Flexible Pavements
Flexible Overlay of Rigid Base Pavement
Use of Geotextiles to Retard Reflective Cracking
Overlays in Frost Regions
Overlay Design Example

CHAPT 15. JOINTS FOR PLAIN CONCRETE
Design Details
Joint Types and Usage
Dowels
Special Provisions for Slipform Paving
Joint Sealing
Special Joints and Junctures

CHAPT 16. JOINTS FOR REINFORCED CONCRETE
Requirements
Joint Sealing

CHAPT 17. ROLLER-COMPACTED CONCRETE PAVEMENTS
Load Transfer
Thickness Design
Multilift Pavements
Joint Types for RCC

CHAPT 18. SEASONAL FROST CONDITIONS
Frost-Susceptibility Classification
Alternative Methods of Thickness Design
Selection of Design Method
Limited Subgrade Frost Penetration
Reduced Subgrade Strength
Use of State Highway Requirements
Free-Draining Material Directly Beneath Bound Base or Surfacing Layer
Other Granular Unbound Base Course
Use of Fl and F2 Soils for Base Materials
Filter or Drainage Requirements
Stabilizers and Stabilized Layers
Stabilization with Lime and with LCF
Stabilization with Portland Cement
Stabilization with Bitumen
Subgrade Requirements
Other Measures to Reduce Heave
Pavement Cracking Associated with Frost Heave
Control of Subgrade and Base Course Construction
Base Course Construction
Compaction
Use of Insulation Materials in Pavements
Design Example-Heavily Trafficked Road

Download     :      pdf1