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 Formwork

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

4.4 Reinforcing Steel

4.3 Prestressed, Pretensioned Components – Prestressed Beams

4.5 Florida Bulb-Tee Beams

4.3.2 Prestressed Beam Camber/Build-up Over Beams

4.8 General Criteria for Post-tensioned Bridges

7.5 Widening Analysis and Design

7.8 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/PPM Manual/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/