 Substructure:
• Piers and Abutments
• Wing walls and Returns
• Foundation
 Bearings
 Superstructure or Decking
Type of superstructures
• Slab (9m)
• Minimum depth for short
spans
• Ease of design and detail
• Aesthetic for small
stream crossings
• Not the most economical
solution
• Requires formwork
structure
• Limited span length
ADVANTAGES & DISADANTAGES
• Helpful for short spans.
• Long distances are
normally covered by
placing the beams on
piers
• Costly even for rather
short spans, since
expensive steel is required
as a construction material
• Sagging tendency is
increased when the
bridge span or load is
increased.
• Fairly simple
• Easy to install and
maintain
• Extremely rugged
• Small deflections
• low strength to weight
ratio
• Plate girders have limited
spans
• Limited visibility through
the structure
• Simply supported (30 to 375m)
• Cantilevered combination (550m)
• Economical To Build
• Very Strong
• Road Placement
• Built In Difficult Places
• Complicated Design
• Maintenance
• Waste of Materials
• Very Heavy
• Small Spans (3 To 15m)
• Steel Arch (519m)
• Concrete Arches (305m)
• Provide Higher Levels
Of Resistance
• Made From Virtually
Anything
• Stronger The More They
Work
• Spans Of The Bridge Are
Limited
• Require Extra
Maintenance
• Take A Long Time To
Build
• Span of Great Lengths
• Flexibility
• Simple Construction
• Soft Ground Issues
• Too Flexible
• Cannot Support High
Traffic
• Good for medium spans
• Greater stiffness
• Can be constructed by
cantilevering out from the
tower
• Cables won't break under
extreme temperature
• Typically more expensive
than other types of
bridge
• Wind is a big factor. It
can rock the bridge side
to side, causing the cables
to become lose
 Flexibility of superstructure
• Fixed span superstructure
• Movable span bridges
• Deck bridges
• Through bridges
• Semi through bridges
• Simply supported
• Continuous
• Cantilever
Method of clearance for navigation
• Temporary bridges
• Military (pontoon, bailey)
• Permanent bridges
• Causeway
• High-level
• Submersible
• Locating voids and delamination's in bridge pavements
and scour around bridge support columns.
• Determining location and types of reinforcing steel in concrete
 Ensuring quality control on new concrete installations
• Protective Coatings
• Barrier Coatings
• Metallizing
• Security fencing
• Bridge mounted
• Roof mounted
Ppt bridges & types

Ppt bridges & types

  • 3.
     Substructure: • Piersand Abutments • Wing walls and Returns • Foundation  Bearings  Superstructure or Decking
  • 8.
  • 9.
    • Minimum depthfor short spans • Ease of design and detail • Aesthetic for small stream crossings • Not the most economical solution • Requires formwork structure • Limited span length
  • 11.
    ADVANTAGES & DISADANTAGES •Helpful for short spans. • Long distances are normally covered by placing the beams on piers • Costly even for rather short spans, since expensive steel is required as a construction material • Sagging tendency is increased when the bridge span or load is increased.
  • 13.
    • Fairly simple •Easy to install and maintain • Extremely rugged • Small deflections • low strength to weight ratio • Plate girders have limited spans • Limited visibility through the structure
  • 14.
    • Simply supported(30 to 375m) • Cantilevered combination (550m)
  • 15.
    • Economical ToBuild • Very Strong • Road Placement • Built In Difficult Places • Complicated Design • Maintenance • Waste of Materials • Very Heavy
  • 16.
    • Small Spans(3 To 15m) • Steel Arch (519m) • Concrete Arches (305m)
  • 17.
    • Provide HigherLevels Of Resistance • Made From Virtually Anything • Stronger The More They Work • Spans Of The Bridge Are Limited • Require Extra Maintenance • Take A Long Time To Build
  • 19.
    • Span ofGreat Lengths • Flexibility • Simple Construction • Soft Ground Issues • Too Flexible • Cannot Support High Traffic
  • 21.
    • Good formedium spans • Greater stiffness • Can be constructed by cantilevering out from the tower • Cables won't break under extreme temperature • Typically more expensive than other types of bridge • Wind is a big factor. It can rock the bridge side to side, causing the cables to become lose
  • 22.
     Flexibility ofsuperstructure • Fixed span superstructure • Movable span bridges
  • 23.
    • Deck bridges •Through bridges • Semi through bridges
  • 24.
    • Simply supported •Continuous • Cantilever
  • 25.
    Method of clearancefor navigation
  • 26.
    • Temporary bridges •Military (pontoon, bailey) • Permanent bridges
  • 27.
  • 28.
    • Locating voidsand delamination's in bridge pavements and scour around bridge support columns. • Determining location and types of reinforcing steel in concrete  Ensuring quality control on new concrete installations
  • 29.
    • Protective Coatings •Barrier Coatings • Metallizing
  • 30.
    • Security fencing •Bridge mounted • Roof mounted