Figure Title

• 61-2A   Transverse Base Length of Wheel Load

• 61-2B   Cross Section of Multi-Beam Bridge

• 61-2C   Patch Loading – Simple Span

• 61-2D   Moment and Reaction Influence Lines for Point C

• 61-2E   Moment Influence Lines for Point B

• 61-2F   Calculation of Factored Moments

• 61-2G   Strip Method Design
  (Typical Deck Reinforcement)

• 61-2H   Cross Section of Haunched Concrete Slab Bridge

• 61-3A   Punching Shear Failure Mechanism in Concrete Deck

• 61-3B   Interpretation of Effective Length S for Empirical Deck Design

• 61-3C   Empirical Design (Typical Deck Reinforcement)

• 61-3D   Additional Steel in End Zone for Skew Greater than 25°

• 61-4A   Plan of Screeds

• 61-4B   Fillet Dimensions for Steel Beam

• 61-4C   Fillet Dimensions for I-Beam, Box Beam, and Bulb-Tee Beam

• 61-4C(1)  Self-Tapping Screws Locations at Stuctural-Member Fillets

• 61-4D   Precast Deck Panels on Bridge with Sag Vertical Curve

• 61-4E   Combinations of Skew Angle and Span Length/Bridge Width Ratios

• 61-4F   Typical Pour Diagram
  (Continuous Prestressed Concrete Beams)

• 61-4G   Typical Pour Diagrams
  (Continuous Steel Beams or Plate Girders)

• 61-4H   Modular Expansion Joint

• 61-4 I  Modular Expansion Joint (Field Splice)

• 61-5A   Deck Overhang Treatments
  (Superelevated Structure)

• 61-5B   Overhang Dimensions

• 61-5C   Calculation of Factored Moments

• 61-5D   Barrier Reinforcement Position

• 61-5E   Interaction Diagram for Combined Bending and Axial Load

• 61-5F   Moment Diagram for Determining Cut-Off Point

• 61-5G   Length of Additional Bars in Deck Overhang

• 61-5H   Suggested Transverse Edge Beam Details (Bulb-Tee Beam)

• 61-5 I  Suggested Transverse Edge Beam Details (AASHTO I-Beams)

• 61-5 J  Suggested Transverse Edge Beam Details (Steel Plate Girder)

• 61-5K   Suggested Alternate Transverse Edge Beam Details (Steel Plate Girder)

• 61-5L   Suggested Alternate Transverse Edge Beam Details (Bulb-Tee Beam, AASHTO I-Beams, and Steel Plate Girder)

• 61-5M   Calculation of Factored Moments

• 61-5N   Reaction and Shear Influence Lines for Edge Beam

• 61-6A   Bridge Railing Level Equivalency

• 61-6B   Bridge Railing Types

• 61-6C   Bridge Railing Pay Items

• 61-6D   Typical Reinforcement in Bridge Sidewalk