Cover -- Title Page -- Copyright -- Contents -- Preface -- Chapter 1 Introduction -- 1.1 Bridge Engineering and Highway Bridge Network -- 1.2 Types of Highway Bridges -- 1.3 Bridge Construction and Its Relation to Design -- 1.4 AASHTO Specifications and Design and Evaluation Methods -- 1.5 Goals for Bridge Design and Evaluation -- 1.6 Preliminary Design versus Detailed Design -- 1.7 Organization of This Book -- References -- Chapter 2 Requirements for Bridge Design and Evaluation -- 2.1 General Requirements -- 2.2 Limit States -- 2.2.1 General Formulation of Limit State Load Combination -- 2.2.2 Strength Limit State -- 2.2.3 Extreme-Event Limit State -- 2.2.4 Service Limit State -- 2.2.5 Fatigue and Fracture Limit State -- 2.3 Constructability -- 2.4 Safety -- 2.4.1 Uncertainty in Design and Evaluation -- 2.4.2 Modeling Uncertainty Using Probability Theory -- 2.4.3 Reliability Index for Quantifying Bridge Reliability or Safety -- 2.4.4 Reliability Considerations for Bridge Design and Evaluation (Load Rating) -- 2.4.5 Calibration for AASHTO LRFD Specifications -- 2.4.6 Determination of Load and Resistance Factors for AASHTO LRFD Specifications -- 2.4.7 Calibration for AASHTO LRFR Specifications -- 2.4.8 Future Research Work for Calibration -- 2.5 Serviceability -- 2.5.1 Clearance -- 2.5.2 Durability -- 2.5.3 Maintainability -- 2.5.4 Rideability -- 2.5.5 Deformation Control -- 2.5.6 Utilities -- 2.5.7 Allowance for Future Widening -- 2.6 Inspectability -- 2.7 Economy -- 2.8 Aesthetics -- 2.9 Summary -- References -- Problems -- Chapter 3 Loads, Load Effects, and Load Combinations -- 3.1 Introduction -- 3.2 Permanent Loads -- 3.2.1 Dead Loads DC, DW, and DD -- 3.2.2 Permanent Earth Loads EH, EV, and ES -- 3.2.3 Other Permanent Loads -- 3.3 Transient Loads -- 3.3.1 Vehicle-Related Transient Loads -- 3.3.2 Non-Vehicle-Related Transient Loads.

3.4 Load Combinations -- 3.4.1 General Formulation of Load Combination -- 3.4.2 Strength Limit States and Load Factors -- 3.4.3 Extreme-Event Limit States and Load Factors -- 3.4.4 Service Limit States and Load Factors -- 3.4.5 Fatigue Limit States -- References -- Problems -- Chapter 4 Superstructure Design -- 4.1 Introduction -- 4.2 Highway Bridge Superstructure Systems -- 4.2.1 Beam Bridges -- 4.2.2 Truss Bridges -- 4.2.3 Arch Bridges -- 4.2.4 Cable-Stayed Bridges -- 4.2.5 Suspension Bridge Systems -- 4.3 Primary Components of Highway Bridge Superstructure -- 4.4 Deck Systems -- 4.4.1 Reinforced Concrete Slab System -- 4.4.2 Timber Deck System -- 4.4.3 Metal Grid Deck System -- 4.4.4 Orthotropic Steel Deck System -- 4.4.5 Fiber-Reinforced Polymer Deck System -- 4.5 Deck-Supporting Systems -- 4.5.1 Prestressed Concrete Beams -- 4.5.2 Steel Beams -- 4.5.3 Slab Superstructure -- 4.5.4 Steel Trusses -- 4.5.5 Concrete Arches -- 4.5.6 Steel Arches -- 4.6 Design of Reinforced Concrete Deck Slabs -- 4.6.1 Design Requirement and Parameters -- 4.6.2 General Traditional Design Method and Empirical Design Method -- 4.6.3 Traditional Design -- 4.6.4 Dead- and Live-Load Effects for Interior Bays -- 4.6.5 Strength I and Service I Limit State Design for Interior Bays -- 4.6.7 Concepts for Deck Overhang Design -- 4.6.8 Design Case 1 Load (Transverse CT) under Extreme-Event II Limit State -- 4.6.9 Design Case 2 Load (Vertical CT) under Extreme-Event II Limit State -- 4.7 Design of Steel I Beams -- 4.7.1 Dead-Load Effects -- 4.7.2 Live-Load Effects -- 4.7.3 Section Proportioning -- 4.7.4 Compactness of Cross Section -- 4.7.5 Flexural Strength Design under Strength I Limit State -- 4.7.6 Shear Strength Design under Strength I Limit State -- 4.7.7 Service Limit State Design -- 4.7.8 Load-Induced Steel Fatigue and Fatigue Limit State -- 4.7.9 Shear Stud Design.

4.7.10 Constructability Check -- 4.8 Design of Prestressed Concrete I Beams -- 4.8.1 Concepts of Prestressed Concrete Beams for Bridge Construction -- 4.8.2 Dead-Load Effects -- 4.8.3 Live-Load Effects -- 4.8.4 Stress Limit Design -- 4.8.5 Strength I Limit State Design for Moment and Shear -- 4.8.6 Service Limit State Check and Constructability Check -- References -- Problems -- Chapter 5 Bearing Design -- 5.1 Introduction -- 5.2 Types of Bridge Bearing -- 5.2.1 Bearing Types According to Function -- 5.2.2 Bearing Types According to Material -- 5.2.3 Bearing Types According to Characteristic Shape -- 5.3 Appropriate Selection of Bearings -- 5.4 Design of Elastomeric Bearings -- 5.4.1 Method B -- 5.4.2 Method A -- References -- Problems -- Chapter 6 Substructure Design -- 6.1 Introduction -- 6.2 Piers -- 6.2.1 Single-Column Piers -- 6.2.2 Multicolumn Piers -- 6.2.3 Wall Piers -- 6.3 Abutments -- 6.4 Foundations -- 6.4.1 Spread Footings -- 6.4.2 Driven Piles -- 6.4.3 Drilled Shafts -- 6.5 Design of Piers -- 6.5.1 Loads on Piers -- 6.5.2 Limit States for Piers -- 6.5.3 Pier Protection -- 6.6 Design of Abutments -- 6.6.1 Loads on Abutments -- 6.6.2 Limit States and Resistance Factors for Design -- 6.6.3 Section Propotioning and Reinforcement Design for Abutments -- 6.6.4 Design of Wingwalls -- 6.6.5 Integral Abutments -- References -- Problems -- Chapter 7 Highway Bridge Evaluation -- 7.1 Introduction -- 7.2 Inspection and Condition Rating -- 7.3 Load Rating -- 7.3.1 Flexibility in Reference Truck and Resulting Level of Load Rating -- 7.3.2 Resistance Updating in Load Rating -- 7.4 Fatigue Evaluation for Steel Components -- 7.4.1 Infinite Remaining Fatigue Life -- 7.4.2 Finite Remaining Fatigue Life -- References -- Problems -- Index.