Highway bridge maintenance planning and scheduling /

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Highway Bridge Maintenance Planning and Scheduling provides new tactics for highway departments around the world that are faced with the dilemma of providing improved operations on a shoestring budget. Even after the much needed infrastructure funding is received, the question of which project comes...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Autores principales: Hurt, Mark A. (Autor), Schrock, Steven D. (Autor)
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Amsterdam : Elsevier, 2016.
Temas:
Bridges > Maintenance and repair.
Ponts > Entretien et r�eparations.
TECHNOLOGY & ENGINEERING > Civil > General.
Bridges > Maintenance and repair
Acceso en línea:Texto completo
Tabla de Contenidos:
  • 1. Introduction
  • 1.1. Bridges in the United States
  • 1.2. Bridge Preservation Process
  • 1.3. Bridge Preservation Practices Before 1970
  • 1.4. Development of the National Bridge Inspection Standards
  • 1.5. Ongoing Changes in Practice
  • 1.5.1. Collapse of the I-35W Bridge
  • 1.5.2. Preventing the Next Failure
  • 1.5.3. Cost of Failure
  • 1.6. Managing the Bridge Preservation Process
  • 1.7. Scope and Purpose of the Text
  • References
  • 2. Bridge Elements and Materials
  • 2.1. Classification of Bridge Structures
  • 2.2. Buried Structures
  • 2.3. Elements of Span Bridge Structures
  • 2.3.1. Substructure Elements
  • 2.3.2. Superstructure Types and Elements
  • 2.4. Bridge Mechanics
  • 2.4.1. Axial Forces
  • Tension
  • 2.4.2. Axial Forces
  • Compression
  • 2.4.3. Forces From Transverse Loading
  • Bending
  • 2.4.4. Transverse Loadings
  • Shear
  • 2.4.5. Fracture and Fatigue
  • 2.5. Bridge Materials
  • 2.5.1. Concrete and Reinforced Concrete
  • 2.5.2. Prestressed Concrete
  • 2.5.3. Steel
  • 2.5.4. Timber
  • 2.5.5. Other Materials
  • References
  • 3. Bridge Inspection and Evaluation
  • 3.1. Introduction
  • 3.2. Bridge Inspection in the United States
  • 3.2.1. Types of Inspection
  • 3.2.2.Component Condition Ratings
  • 3.2.3. Appraisal Ratings
  • 3.2.4. Deficiency and Sufficiency
  • 3.2.5. Critical Findings
  • 3.2.6. Element-Level Inspection
  • 3.3. Bridge Inspections in Canada, Western Europe and South Africa
  • 3.3.1. Canada
  • 3.3.2. United Kingdom
  • 3.3.3. South Africa
  • 3.3.4. France
  • 3.3.5. Germany
  • 3.3.6. Finland
  • 3.3.7. Observations
  • 3.4. Reliability-Based Bridge Inspection
  • 3.4.1. Risk-Based Assessment
  • 3.4.2. Implementation in Indiana
  • 3.5. Inspection Techniques and Technologies
  • 3.5.1. Visual Inspections and Sounding
  • 3.5.2. Nondestructive Testing
  • Concrete
  • 3.5.3. Nondestructive Testing
  • Steel
  • 3.5.4. Sampling
  • 3.5.5. Inspecting Fiber-Reinforced Polymer
  • 3.5.6. Posttensioning Ducts
  • 3.5.7. Structural Health Monitoring
  • 3.5.8. Sonar and Underwater Inspection
  • 3.6. Load Rating
  • 3.6.1. General Approach
  • 3.6.2. Analysis Methodologies
  • 3.6.3. Truck Loadings
  • 3.6.4. Load Rating by Testing
  • 3.6.5. Fatigue Evaluation of Steel Bridges
  • 3.6.6. Programming Maintenance Actions
  • References
  • 4. Preventative Maintenance
  • 4.1. Introduction
  • 4.2. Cost Effectiveness
  • 4.3. Maintenance Inspections
  • 4.4. Bridge Decks and Expansion Joints
  • 4.4.1. Deck Drainage
  • 4.4.2. Deck Patching
  • 4.4.3. Deck and Crack Sealing
  • 4.4.4. Deck and Expansion Joint Washing
  • 4.4.5. Timber Deck Preservation
  • 4.5. Bridge Superstructure and Substructure
  • 4.5.1. Washing Superstructures
  • 4.5.2. Sealing Bearing Seats
  • 4.5.3. Bearing Device Maintenance
  • 4.5.4. Painting
  • 4.6. Bridge Substructure and Waterway
  • 4.7. Approaches and Roadways
  • 4.7.1. Driver Guidance
  • 4.7.2. Approach Settlement
  • 4.7.3. Relief Joints
  • 4.8. Recommendations
  • References
  • 5. Substantial Maintenance and Rehabilitation
  • 5.1. Introduction
  • 5.2. Assessment and Scoping
  • 5.2.1. Closing or Removing Bridges
  • 5.2.2. Level of Repair
  • 5.2.3. Design Codes and Specifications
  • 5.3. Repair Methods
  • 5.3.1. Concrete
  • 5.3.2. Steel
  • 5.4. Substantial Maintenance Actions
  • 5.4.1. Decks and Railing
  • 5.4.2. Expansion Joints
  • 5.4.3. Bearing Devices
  • 5.4.4. Steel Superstructure
  • 5.4.5. Painting Steel Structures
  • 5.4.6. Reinforced Concrete Superstructure
  • 5.4.7. Prestressed Concrete Superstructure
  • 5.4.8. Posttensioned Concrete Superstructure
  • 5.4.9. Piers and Pier Bents
  • 5.4.10. Abutments
  • 5.4.11. Culverts
  • 5.5. Rehabilitation Actions
  • 5.5.1. Deck Replacement
  • 5.5.2. Superstructure Replacement
  • 5.5.3. Bridge Widening
  • References
  • 6. Bridge Life Cycle Costing
  • 6.1. Project Scoping and Selection
  • 6.1.1. Initial Selection
  • 6.1.2. Adjusting Scope
  • 6.2. Bridge Life Cycle Cost Analysis
  • 6.2.1. Inflation
  • 6.2.2. Discount Rate
  • 6.2.3. Cash Flow Diagrams
  • 6.2.4. Residual Value
  • 6.3. Determining Costs
  • 6.3.1. Agency Costs
  • 6.3.2. User Costs
  • 6.3.3. Vulnerability Costs
  • 6.3.4. Economic Costs
  • 6.4. Deterioration Rates
  • 6.5. Applying Bridge Life Cycle Costing
  • 6.5.1. BLCCA Programs
  • 6.5.2. Typical Applications of BLCCA
  • References
  • 7. Bridge Management
  • 7.1. Contemporary History of Bridge Management
  • 7.1.1. Before the NBIS
  • 7.1.2. Definition of Bridge Management
  • 7.1.3. Level of Service
  • 7.1.4. BMS Software
  • 7.1.5. Asset Management
  • 7.2. Project and Program Selection
  • 7.2.1. Priority Ranking
  • 7.2.2. Programming Maintenance Work
  • 7.2.3. Priority Indexing
  • 7.3. Experiences from the Kansas Department of Transportation
  • 7.3.1.Commitment to Bridge Preservation
  • 7.3.2. Coordination Between Bridge Inspection and Design
  • References.

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