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751.40.8.12 Concrete Pile Cap Intermediate Bents

751.40.8.12.1 Design

751.40.8.12.1.1 Unit Stresses

751.40.8.12.1.2 Loads

751.40.8.12.1.3 Distribution of Loads

751.40.8.12.1.4 Design Assumptions

751.40.8.12.2 Reinforcement

751.40.8.12.2.1 General

751.40.8.12.2.2 Anchorage of Piles for Seismic Performance Categories B, C & D

751.40.8.12.2.3 Beam Reinforcement Special Cases

751.40.8.12.3 Details

751.40.8.12.3.1 Sway Bracing

751.40.8.12.3.2 Miscellaneous Details for Prestressed Girder

751.40.8.13 Concrete Pile Cap Non-Integral End Bents

751.40.8.13.1 Design

751.40.8.13.1.1 Unit Stresses

751.40.8.13.1.2 Loads

751.40.8.13.1.3 Distribution of Loads

751.40.8.13.1.4 Design Assumptions - Loadings

751.40.8.13.1.5 Deadman Anchors

751.40.8.13.2 Reinforcement

751.40.8.13.2.1 Wide Flange Beams, Plate Girders and Prestressed Girders

751.40.8.14 Concrete Pile Cap Integral End Bents

751.40.8.14.1 Design

751.40.8.14.1.1 Design Unit Stresses

751.40.8.14.1.2 Loads

751.40.8.14.1.3 Distribution of Loads

751.40.8.14.1.4 Design Examples

751.40.8.14.2 Reinforcement

751.40.8.14.2.1 Earthquake Loads at End Bent – Intermediate Wing (Seismic Shear Wall)

751.40.8.15 Cast-In-Place Concrete Retaining Walls

751.40.8.15.1 Loads

751.40.8.15.3 Unit Stresses

751.40.8.15.4 Design

751.40.8.15.4.1 Spread Footings

751.40.8.15.4.2 Pile Footings

751.40.8.15.4.3 Counterfort Walls

751.40.8.15.5 Example 1: Spread Footing Cantilever Wall

751.40.8.15.6 Example 2: L-Shaped Cantilever Wall

751.40.8.15.7 Example 3: Pile Footing Cantilever Wall

751.40.8.15.8 Dimensions

751.40.8.15.9 Reinforcement

751.40.8.15.10 Details