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Bridge HomeLRFD Bridge Design ManualCHAPTER 0. POLICY AND PROCEDURES CHAPTER 1. INTRODUCTION CHAPTER 2. GENERAL DESIGN AND LOCATION FEATURES CHAPTER 3. LOADS AND LOAD FACTORS CHAPTER 4. STRUCTURAL ANALYSIS AND EVALUATION CHAPTER 5. CONCRETE STRUCTURES CHAPTER 6. STEEL STRUCTURES CHAPTER 7. ALUMINUM STRUCTURES CHAPTER 8. WOOD STRUCTURES CHAPTER 9. DECKS AND DECK SYSTEM CHAPTER 10. FOUNDATIONS CHAPTER 11. ABUTMENTS PIERS AND WALLS CHAPTER 12. BURIED STRUCTURES AND TUNNEL LINERS CHAPTER 13. RAILINGS CHAPTER 14. JOINTS AND BEARINGS CHAPTER 15. CONSTRUCTION CHAPTER 16. COST ESTIMATING CHAPTER 17. PLANS
CHAPTER 2. GENERAL DESIGN AND LOCATION FEATURES

2.3.2.2.2 Protection of Users
2.3.3 Clearances
2.5.2.1.1 Weathering Steel Selection Criteria
2.5.2.3 Maintainability
2.5.2.4 Approach Slabs
2.5.2.5 Utilities
2.5.2.6.2 Criteria for Deflection
2.5.2.6.3 Criteria for Span-to- Depth Ratios
2.5.3 Constructability
2.6.6 Roadway Drainage

 

Appendix A – Design Aids

A2.1 Bridge Deck Drain Design Procedure
A2.2 Slope Paving
A2.3 UPRR & BNSF Standards
A2.5 Properties & Support Spacing for PVC Pipe
A2.6 Structure Width

Appendix B – Standard Drawings (all in .dgn format)

B2.0 Standard Drawings Revision Log (pdf)
B2.1A Approach Slab - Asphalt Pavement 0º Skew – No Joint
B2.1B Approach Slab - Asphalt Pavement <45º Skew – No Joint
B2.1C Approach Slab - Concrete Pavement 0º Skew – No Joint
B2.1D Approach Slab - Concrete Pavement <45º Skew – No Joint
B2.1E Approach Slab - Asphalt Pavement 0º Skew – Joint
B2.1F Approach Slab - Asphalt Pavement <45º Skew – Joint
B2.1G Approach Slab - Concrete Pavement 0º Skew – Joint
B2.1H Approach Slab - Concrete Pavement <45º Skew – Joint
B2.2A Deck Drain – Type 1
B2.2B Deck Drain – Type 2
B2.2C Deck Drain – Type 3
B2.3 Slope Paving
B2.4A Utility Details (water, sewer & gas)
B2.4B Utility Details (power & communications)
Page Last Modified: 5/23/2008 3:44:32 PM

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