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• ♦Manual Notice 2008-1
• ►1. About this Manual
  • ►1. Introduction
    • ♦Implementation
    • ►Purpose
    • ♦Organization
    • ♦Feedback
• ►2. Limit States and Loads
  • ►1. Limit States
    • ♦Limit States
  • ►2. Loads
    • ♦Live Loads
    • ♦Braking Force
    • ♦Vehicular Collision Force
    • ♦Earthquake Effects
    • ♦Vessel Collision
• ►3. Superstructure Design
  • ►1. Overview
    • ♦Introduction
  • ►2. Concrete Deck Slabs on Stringers
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Design Criteria
    • ♦Detailing
  • ►3. Concrete Deck Slabs on U Beams (U40 and U54)
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Design Criteria
    • ♦Detailing
  • ►4. Concrete Deck Slabs on Slab Beams, Double-Tee Beams, and Box Beams
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Design Criteria
    • ♦Detailing
  • ►5. Prestressed Concrete I Beams and I Girders
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►6. Prestressed Concrete U Beams (Types U40 and U54)
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
    • ♦Detailing
  • ►7. Prestressed Concrete Slab Beams
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►8. Prestressed Concrete Double-Tee Beams
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►9. Prestressed Concrete Box Beams (Types B20, B28, B34, and B40)
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►10. Cast-in-Place Concrete Slab and Girder Spans (Pan Forms)
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►11. Cast-in-Place Concrete Slab Spans
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►12. Straight Plate Girders
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
  • ►13. Curved Plate Girders
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
• ▼4. Substructure Design
  • ►1. Overview
    • ♦Introduction
  • ▼2. Foundations
    • ♦Guidance
  • ►3. Abutment
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Design Criteria
  • ►4. Rectangular Reinforced Concrete Bent Caps
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
    • ♦Detailing
  • ►5. Inverted Tee Reinforced Concrete Bent Caps
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
    • ♦Detailing
  • ►6. Columns for Multi-Column Bents
    • ♦Materials
    • ♦Structural Analysis
• ►5. Other Designs
  • ►1. Widenings
    • ♦Design Recommendations
  • ►2. Steel-Reinforced Elastomeric Bearings for Prestressed Concrete Beams
    • ♦Materials
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ♦Design Criteria
    • ♦Detailing
  • ►3. Strut-and-Tie Method
    • ♦Geometric Constraints
    • ♦Structural Analysis
    • ►Design Criteria

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Section 2: Foundations

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Guidance

Design foundations in accordance with requirements outlined in the TxDOT Geotechnical Manual, available at ftp://ftp.dot.state.tx.us/pub/txdot-info/gsd/manuals/geo.pdf