Structures Design Guidelines | Jan 2007
SDG - AASHTO Cross References |

Table I.1 Cross Reference between AASHTO LRFD and SDG
LRFD Section No. | SDG Section No. | Description
1.3.4 | 2.10 | Redundancy Factors
1.3.5 | 2.10 | Operational Importance Factors
2.5.2.2 | 4.6.1 | Access and Maintenance
2.5.2.6 | 1.2 | Deflection and Span-to-Depth Ratios
2.6 | 3.3 | Foundation Scour Design
2.6.6 | 6.6 | Deck Drainage
3.4.1 | 2.1.1 | Load Factors and Load Combinations
3.4.1-2 | 4.6.4 | Design Requirements for Cantilever Bridges with Fixed Pier Tables
3.5.1 | 2.5 | Miscellaneous Loads
3.6 | 2.1.2 | Live Loads
3.6.1.1.2 | 4.6.8 | Transverse Deck Loading, Analysis & Design (Mult Presence Factors)
3.6.1.2.2 | 4.6.8 | Transverse Deck Loading, Analysis & Design (Axle Loads HL 93 truck)
3.6.1.2.3 | 4.6.8 | Transverse Deck Loading, Analysis & Design (Axle Loads design tandem)
3.6.1.2.5 | 4.6.8 | Transverse Deck Loading, Analysis & Design (Tire Contact Area)
3.6.1.3.2 | 1.2 | Deflection and Span-to-Depth Ratios
3.6.5 | 2.6 | Vehicular Collision Force
3.8.1 | 2.4.1 | Wind Loads on Bridges
3.10.9.2 | 2.3.2 | Seismic Provisions
3.12.2 | 2.7.1 | Uniform Temperature
3.12.2 | 6.3 | Temperature Movement
3.12.3 | 2.7.2 | Temperature Gradient
3.14 | 2.11 | Vessel Collision
3.14.1 | 2.11.8 | Scour with Vessel Collision
3.14.3 | 2.11.4 | Design Methodology - Damage Permitted
3.14.4 | 2.11.3 | Design Vessel
3.14.5.3 | 2.11.3 | Design Vessel LOA
3.14.14 | 2.11.9 | Application of Impact Forces
3.14.14.2 | 2.11.10 | Impact Forces on Superstructure
4.6.2.2 | 2.8 | Barrier/Railing Distribution for Beam-Slab Bridges
4.6.2.2 | 2.9 | Live Load Distribution for Beam-Slab Bridges
4.7.4 | 2.3.1 | Seismic Provisions
5.4.2.4 | 1.4.1 | Concrete Modulus of Elasticity
5.4.2.6 | 1.4.1 | Concrete Modulus of Rupture
5.4.3 | 4.1.2 | Reinforcing Steel
5.4.5 | 4.5.2 | Prestress (Strand Couplers prohibited)
5.7.3.4 | 5.6.5 | Transverse Concrete Deck Analysis
5.8.3 | 4.1.4 | Shear Design
5.9.4.2.2 | 4.5.11.C | Principal Tensile Stress Limits (Service)
5.9.5.3 | 4.3.1.D.5 | Pretensioned Beams (When calculating Service Limit State)
5.9.5.4 | 4.3.1.D.5 | Pretensioned Beams (When calculating Service Limit State)
5.10.8 | 4.2.8 | Crack Control in Continuous Superstructures
5.10.8 | 4.2.12 | Temperature and Shrinkage Reinforcement
5.12.3 | 1.4.2 | Concrete Cover
5.13.1 | 4.2 | Deck Slabs
5.13.4.4 | 3.5.1 | Prestressed Concrete Piles
5.14.1.2.2 | 4.3.3 | Florida Bulb-Tee Beams
5.14.2 | 4.5 | Post-Tensioning, General
5.14.2.3.3 | 4.5.11.B | Principal Tensile Stress Limits (Construction)
5.14.2.3.6 | 4.6.5 | Creep and Shrinkage strains - Relative Humidity of 75%
5.14.4.3 | 4.4 | Precast, Prestressed Slab Units
6.4.1 | 5.3 | Structural Steel
6.4.3.1 | 5.4 | Bolts
6.7.2 | 5.2 | Dead Load Camber
6.7.3 | 5.5 | Minimum Steel Dimensions
6.7.4 | 5.6.3 | Cross Frames
6.7.4 | 5.7 | Diaphragms and Cross Frames for "I-Girders"
6.7.5 | 5.6.4 | Lateral Bracing
6.10.1.7 4. | 2.10 | Concrete Decks on Continuous Steel Girders
6.10.11.1 | 5.8 | Transverse Intermediate Stiffeners
6.10.11.2 | 5.9 | Bearing Stiffeners
6.10.11.3 | 5.10 | Longitudinal Stiffeners
6.10.3.7 | 4.2.7 | Minimum Negative Flexure Slab Reinforcement
6.13 | 5.11 | Connections and Splices
6.13.2.8 | 5.11.1 | Slip Resistance
6.13.3 | 5.11.2 | Welded Connections
6.13.6.2 | 5.11.3 | Welded Splices
9.7.1.3 | 4.2.11 | Skewed Decks
9.7.2 | 4.2.4 | Deck Slab Design
9.7.2.4 | 4.2.4.A. | Empirical Design Method for Category 1 Structures not staged.
9.7.2.5 | 4.2.4 | Deck Slab Design
9.7.3 | 4.2.4 | Deck Slab Design
10.5.5 | 3.5.6 | Resistance Factors
10.5.5 | 3.6.3 | Resistance Factors
10.5.5 | 3.8 | Spread Footing
10.7.1.3 | 3.5.12 | Pile Driving Resistance
10.7.1.5 | 3.5.4 | Pile Spacing and Clearances
10.7.1.6 | 3.5.7 | Battered Piles
10.7.1.10 | 3.5.9 | Anticipated Pile Lengths
10.7.1.11 | 3.5.8 | Minimum Tip Elevation
10.7.14 | 3.5.5 | Downdrag
10.7.3.8 | 3.5.11 | Load Tests
10.7.3.12 | 3.4 | Lateral Load
10.7.9 | 3.5.10 | Test Piles
10.8.3.5.6 | 3.5.11 | Load Tests
10.8.3.8 | 3.4 | Lateral Load
11.10 | 3.13.2 | Mechanically Stabilized Earth Walls
11.10.1 | 3.13.2.D | Bin Walls
11.10.2.1 | 3.13.2.D | Minimum Length of Soil Reinforcement
11.10.2.2 | 3.13.2.E | Minimum Front Face Wall Embedment
11.10.2.3 | 3.13.2.F | Facing
11.10.5 | 3.13.2.G | External Stability
11.10.6.3.2 | 3.13.2.H | Apparent Coefficient of Friction
11.10.6.4 | 3.13.2.I | Soil Reinforcement Strength
11.10.6.4.4 | 3.13.2.J | Reinforcement/Facing Connection
11.5.1 | 3.13.2.B | Minimum Service Life
13.7 | 6.7 | Traffic Railing
13.7.2 | 6.7.6 | Requirements for Test Levels 5 and 6
13.11 | 6.2 | Curbs and Medians
14.4 | 6.4.2 | Movement
14.5.1 | 6.4.1 | Expansion Joint Design Provisions
14.5.3.2 | 6.4.2 | Movement
14.6.2-1 | 6.5.1 | Bearings - Design

Table I.2 Cross Reference between AASHTO LRFD-MHBD and SDG
LRFD- MHBD Section No. | SDG Section No | Description
1.4.4 | 8.7.17 | Movable Bridge Traffic Signals and Safety Gates
1.4.4.6.2 | 8.17.15 | Navigation Lights
2.4.2.2 | 8.3 | Special Strength Load Combination
5.4.2 | 8.4 | Speed Control for Leaf-driving Motors
6.7.8 | 8.5.1 | Trunnions and Trunnion Bearings
6.7.10 | 8.5.1 | Trunnions and Trunnion Bearings
6.8.1.5.1 | 8.5.6 | Span Locks
8 | 8.7 | Electrical
8.1 | 8.7.1 | Electrical Service
8.3.8 | 8.7.4 | Automatic Transfer Switch
8.3.9 | 8.7.3 | Engine Generators
8.4 | 8.7.5 | Electrical Control
8.4.1 | 8.7.8 | Limit and Seating Switches
8.4.1 | 8.7.9 | Safety Interlocking
8.4.2.3 | 8.7.7 | Programmable Logic Controllers
8.4.5 | 8.7.10 | Instruments
8.4.6 | 8.7.11 | Control Console
8.5 | 8.7.2 | Alternating Current Motors
8.6 | 8.7.6 | Motor Controls
8.9.5 | 8.7.12 | Electrical Connections between Fixed and Moving Parts
8.11 | 8.7.14 | Service Lights
8.12 | 8.7.16 | Grounding and Lightning Protection
8.13 | 8.7.16 | Grounding and Lightning Protection