Superstructure- Post-tensioned Concrete

Continuous Spliced Girders

AASHTO LRFD Bridge Design Specifications

AASHTO Manual for Condition Evaluation of Bridges

FDOT Structures Design Guidelines

FDOT New Directions for Florida Post-Tensioned Bridges

Plans Preparation Manual - English (Volume I)

Standard Specifications for Road and Bridge Construction

AASHTO LRFD Bridge Design Specifications
2.5.2.6.2 | Design Objectives - Serviceability – Deformations – Criteria for Deflections
2.5.2.6.3 | Design Objectives - Serviceability – Deformations - Optional Criteria for Span-to-Depth Ratios
Section 3 | Loads and Load Factors
4.6.2.2 | Static Analysis - Approximate Methods of Analysis – Beam-Slab Bridges
4.6.2.9.5 | Static Analysis - Approximate Methods of Analysis – Analysis of Segmental Concrete Bridges – Longitudinal Analysis
4.6.3.3 | Static Analysis - Refined Methods of Analysis – Beam-Slab Bridges
4.6.4 | Static Analysis - Redistribution of Negative Moments in Continuous Beam Bridges
4.6.6 | Static Analysis – Analysis for Temperature Gradient
5.4 | Material Properties
5.5 | Limit States
5.6 | Design Considerations
5.7 | Design for Flexural and Axial Force Effects
5.8 | Shear and Torsion
5.9 | Prestressing and Partial Prestressing
5.10 | Details of Reinforcement
5.11.4 | Development and Splices of Reinforcement - Development of Prestressing Strand
5.12 | Durability
5.14.1 | Provisions for Structure Types – Beams and Girders
5.14.2.2 | Provisions for Structure Types – Segmental Construction – Analysis of Segmental Bridges
5.14.2.3 | Provisions for Structure Types – Segmental Construction – Design
5.14.2.4.7 | Provisions for Structure Types – Segmental Construction – Types of Segmental Bridges – Precast Segmental Beam Bridges
App.A5 | Basic Steps for Concrete Bridges
9.7.4 | Concrete Deck Slabs – Stay-in-Place Form work

AASHTO Manual for Condition Evaluation of Bridges
3.8.3.3 | Procedures – Superstructure - Prestressed Concrete, Beams, Girders, and Box Sections
6.3 | Rating Levels
6.4 | Rating Methods
6.6.3.3 | Nominal Capacity – Load Factor Method - Prestressed Concrete
6.7 | Loadings

FDOT Structures Design Guidelines
1.2 | Criteria for Deflection & Span-to-Depth Ratios
1.3 | Environmental Classifications
1.4.1 | Concrete Cover
Chap 2 | Loads and Load Factors
4.2 | Concrete Deck Slabs
4.1.2 | Reinforcing Steel
4.3 | Prestressed, Pretensioned Components – Prestressed Beams
4.3.2 | Prestressed Beam Camber/Build-up Over Beams
4.3.3 | Florida Bulb-Tee Beams
4.5 | General Criteria for Post-tensioned Bridges
7.3 | Widening Analysis and Design
7.6 | Bridge Widening Rules
Chap. 9 | BDR Cost Estimating

FDOT New Directions for Florida Post-Tensioned Bridges
Volume 1 | Post-Tensioning in Florida Bridges
Volume 4 | Precast Concrete Spliced I-Girder Bridges

Plans Preparation Manual – English (Volume I)
Chap 26 | Bridge Project Development
28.8 | Segmental Bridges – Shop Drawing Checklist
For current Plans Preparation Manual: http://www.dot.state.fl.us/rddesign/PPMManual/PPM.htm

Standard Specifications for Road and Bridge Construction
Section 346 | Portland Cement Concrete
Section 400 | Concrete Structures
Section 415 | Reinforcing Steel
Section 450 | Prestressed Construction
Section 933 | Accessory Materials for Prestressed Concrete
For current specifications: http://www.dot.state.fl.us/specificationsoffice/