Bridge Grid Systems

Grid Systems for Rehabilitation, Replacement & Specialized Applications

Explore configurations designed to balance structural weight, installation requirements, riding surface, drainage, durability, and lifecycle goals.

Compare Grid Configurations

Language below reflects considerations commonly evaluated during system selection. Final configuration depends on approved design, project conditions, and installation strategy.

Open Grid
Relative dead load
Lowest
Riding surface
Open steel
Drainage
Full through-deck
Installation
Panelized, rapid
Movable bridges
Commonly considered
Traffic type
Highway / movable
Half-Filled Grid
Relative dead load
Low – Moderate
Riding surface
Concrete + steel bars
Drainage
Partial
Installation
Panelized + field fill
Movable bridges
Case-by-case
Traffic type
Highway
Fully Filled Grid
Relative dead load
Moderate
Riding surface
Full concrete
Drainage
Surface drainage
Installation
Panelized + field fill
Movable bridges
Rarely
Traffic type
Highway
Exodermic Grid
Relative dead load
Moderate
Riding surface
Concrete overlay
Drainage
Surface drainage
Installation
Panelized + overlay
Movable bridges
Case-by-case
Traffic type
Highway
Realistic galvanized open steel bridge grid deck assembly.

Open Grid

Open grid decking is a lightweight, high-strength steel deck system commonly considered for rehabilitation projects where dead-load reduction, drainage, and rapid installation are project priorities.

Commonly considered for

Rehabilitation and movable bridges where minimizing structural weight is critical.

Benefits
  • ›Lowest relative dead load
  • ›Excellent drainage
  • ›Rapid panel installation
  • ›Suitable for movable bridges
Considerations
  • ›Requires appropriate riding-surface strategy
  • ›Skid-resistance detailing per project spec
  • ›Coordinated with approved traffic plan
Half-filled steel bridge grid deck cutaway with concrete filling the upper portion of the grid.

Half-Filled Grid

Half-filled grid systems combine the weight benefits of open grid with an improved riding surface, often selected where a smoother wearing surface is preferred without a full concrete fill.

Commonly considered for

Highway rehabilitations that need improved ride quality with moderate weight savings.

Benefits
  • ›Improved riding surface vs. open grid
  • ›Reduced dead load vs. full concrete deck
  • ›Compatible with rehabilitation strategies
Considerations
  • ›Fill depth coordinated with approved design
  • ›Requires field concrete placement
  • ›Drainage detailing per project
Fully filled steel bridge grid deck cutaway with concrete encapsulating the entire grid.

Fully Filled Grid

Fully filled grid provides a continuous concrete riding surface with the composite strength of the steel grid, commonly considered where a conventional wearing surface is required with reduced dead load compared with a full-depth reinforced concrete deck.

Commonly considered for

Highway rehabilitations requiring a full concrete wearing surface with weight savings.

Benefits
  • ›Continuous concrete riding surface
  • ›Composite performance with steel grid
  • ›Reduced dead load vs. conventional deck
Considerations
  • ›Composite detailing per approved design
  • ›Field placement scheduling
  • ›Coordinated with barrier and joint details
Exodermic-style bridge deck assembly with unfilled steel grid and reinforced concrete overlay.

Exodermic Grid

Exodermic-style deck systems combine an unfilled steel grid with a reinforced concrete overlay, engineered to act compositely. Commonly considered where structural efficiency, riding surface, and dead-load control are project priorities.

Commonly considered for

Rehabilitations balancing dead-load reduction with a full concrete wearing surface.

Benefits
  • ›Composite structural efficiency
  • ›Full concrete riding surface
  • ›Weight savings vs. conventional deck
Considerations
  • ›Composite detailing per approved design
  • ›Overlay thickness per project
  • ›Shear connector coordination

Configured Around Approved Project Requirements

MCS fabricates panel dimensions, bearing-bar arrangements, and connection details in coordination with the approved structural design. We support shop drawing preparation, modular panel strategies, and integration with project-specific installation plans.

MCS does not provide complete bridge design. Final structural design responsibility remains with the engineer of record unless established through a separate written scope.

Discuss Custom Requirements
Choose your view