Bridge Design Guidelines ~ Appendix A Note: ADOT is still evaluating the use of transformed section properties and loss calculation methods. Draft LRFD Examples A1.1 - Single-Span Cast-in-Place Post-Tensioned Concrete Box Girder Bridge A1.2 - Two-Span Cast-in-Place Post-Tensioned Concrete Box Girder Bridge A1.3 - Three-Span Precast Prestressed Box Beam Bridge A1.4 - Two-Span Precast Prestressed I-Girder Bridge A2.1 - Full Height Abutment on Spread Footing A2.2 - 2-Column Pier on Drilled Shafts A2.3 - Hammerhead Pier on Spread Footing Documents are provided in PDF format, which will require Adobe Reader to view.
Note: ADOT is still evaluating the use of transformed section properties and loss calculation methods. Draft LRFD Examples A1.1 - Single-Span Cast-in-Place Post-Tensioned Concrete Box Girder Bridge A1.2 - Two-Span Cast-in-Place Post-Tensioned Concrete Box Girder Bridge A1.3 - Three-Span Precast Prestressed Box Beam Bridge A1.4 - Two-Span Precast Prestressed I-Girder Bridge A2.1 - Full Height Abutment on Spread Footing A2.2 - 2-Column Pier on Drilled Shafts A2.3 - Hammerhead Pier on Spread Footing
Note: ADOT is still evaluating the use of transformed section properties and loss calculation methods.
Documents are provided in PDF format, which will require Adobe Reader to view.
