Superstructure - Box Girders - Cast-In-Place

AASHTO LRFD Bridge Design Specifications

AASHTO Manual for Condition Evaluation of Bridges

FDOT Structures Design Guidelines

FDOT Structures Standard Drawings

FDOT New Directions for Florida Post - Tensioned Bridges

Plans Preparation Manual - English (Volume I)

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
4.6.1.1 | Static Analysis – Influence of Plan Geometry – Plan Aspect Ratio
4.6.2.6 | Static Analysis - Approximate Methods of Analysis – Effective Flange Width
4.6.2.9 | Static Analysis - Approximate Methods of Analysis – Analysis of Segmental Concrete Bridges
4.6.3.4 | Static Analysis - Refined Methods of Analysis – Cellular and Box 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
5.13.2.2 | Specific Members – Diaphragms, Deep Beams, Brackets, corbels and Beam Ledges - Diaphragms
5.14.2 | Provisions for Structure Types – Segmental Construction
9.7.6 | Concrete Deck Slabs – Deck Slabs in Segmental Construction

AASHTO Manual for Condition Evaluation of Bridges
3.8.3.3 | Procedures – Superstructure - Prestressed Concrete, Beams, Girders, and Box Sections
3.9.4 | Special Structures - Prestressed Concrete Segmental Bridges
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
1.4.2 | Concrete Cover
Chap 2 | Loads and Load Factors
4.1.2 | Reinforcing Steel
4.2 | Concrete Deck Slabs
4.6 | Box Girders
4.5 | General Criteria for Post-tensioned Bridges
7.3 | Analysis and Design
7.8 | Widening Rules
Chap. 9 | BDR Cost Estimating

FDOT Structures Standard Drawings
1212 | Maintenance Lighting for Box Girders (Pending) DGN | PDF

FDOT New Directions for Florida Post-Tensioned Bridges
Volume 1 | Post-Tensioning in Florida Bridges
Volume 5 | Design & Construction Inspection of Cast-In-Place Segmental Balanced Cantilevered Bridges
Volume 6 | Design & Construction Inspection of Bridges Cast-In-Place On Falsework
Volume 8 | Design & Construction Inspection of Transverse Post-Tensioning Of Superstructures

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.fdot.gov/roadway/PPMManual/PPM.htm