is a structure which is built over some physical obstacle such as a body of water, valley, or road, and its purpose is to provide crossing over that obstacle. It is built to be strong enough to safely support its own weight as well as the weight of anything that should pass over it.
bridge
A bridge is a structure which maintains the communication over a physical obstacle, like:
- over a channel/river, - over a road, - over a railway line,- over a valley.
If it carries road traffic or railway traffic or a pipe line over a channel or a valley:
Bridge
If it carries the traffic or pipe over a communication system like roads or railways:
Fly-over/OverBridge
Bridge (several small spans) constructed over a busy locality, a valley, dry or wetland, or forming a flyover to carry the vehicular traffic:
Viaduct
Bridges of twisted vines and creepers were found in many parts of
India
Wooden bridges are some of the most ancient. Suspension bridges had been known in China as early as
206 BC.
the oldest surviving stone bridge in China is the
Zhaozhou Bridge built around 605 AD during the Sui Dynasty.
Zhaozhou Bridge is also historically significant as it is the
world's oldest openstone segmental arch bridge.
The ancient _______ were the greatest bridge builders of antiquity
Romans
They used cement, - called ______ consisting of water, lime, sand, and volcanic rock, which reduced the variation of strength found in natural stone
pozzolana
a major breakthrough in bridge technology came with the erection of the ______ in England during 1779,
Iron Bridge in Coalbrookdale
is the portion that carries all the traffic.
Deck
The portion supports the deck slab and girder and connects one sub-structure to the other. That means all the elements of the bridge attached to a supporting system can be categorized as
superstructure
The parts of the bridge which support the superstructure and transmit all the structural loads of the bridge to the foundations. For example, piers, abutments, etc.
Sub-structure
is the portion that transmits loads to the bearing strata. Foundation is required to support the piers, bridge towers, and portal frames. Generally, piles and well foundations such as H-pile, bore piles, pipe piles, or precast concrete piles are adopted.
Foundation
is the part of the superstructure which bends along the span. The deck is supported by beams
The beam or girder
It is the vertical supporting part used for cable-stayed or suspension bridges. High-strength concrete and Insitu method are adopted to construct the bridge tower.
Bridge Tower
is the part of the substructure that supports the superstructure and transfers loads of superstructure to the foundations. Pier is suitable for spanned bridges with a maximum width of deck up to 8 m (2 traffic lanes).
Pier
The shape and size of the pier mainly depend on _____,____,_____,______, of the construction. Usually, bridge pier is constructed by in situ method with large panel formwork.
aesthetics, site, space, and economic constraints
is the topmost part of a pier that transfers loads from the superstructure to the pier. It is also known as headstock. It provides sufficient seating for the girders and distributes the loads from the bearings to the piers.
Pier cap
is a device which supports the parts of superstructure and transfers loads and movements from the deck to the substructure and foundation.
Bearing
is a slender member driven into the surrounding soil to resist the loads.
Pile
is a thick reinforced concrete slab cast on top of the group piles to distribute loads.
Pile cap
is only used in suspension and cable-stayed bridges to resist the pull from suspension cable or counter span of the bridge.
Bridge anchor
It is used in suspension and cable-stayed bridges for the hanging, supporting and counter balancing of the bridge deck.
Suspension Cable
Materials used in their construction
• TIMBER • MASONRY • CONCRETE (R.C.C or Pre-stressed) • STEEL
Various Structural Forms
• SLAB (0-12m) • BEAM (10-30m) • CANTILEVER/Balanced Cantilever (30-500m) • Box-Girder (18-30m; 60-70m with Pre- stressing) (Cellular/Multi-celled Bridges)• TRUSS (35- 300m) • ARCH (20-500m) • CABLE STAYED (90-350m) • SUSPENSION (300-2000m)
is generally made with three spans, of which the outer spans are both anchored down at the shore and cantilever out over the channel to be crossed.
Cantilever bridge
In addition to flexural stiffness and shear resistance, these bridges have sufficient torsional stiffness
Box-Girder bridge
• Oldest and most common bridge type known • Usually used for Short and Medium spans • Carry loads in Shear and Flexural bending
Beam/Girder bridge
• The primary member forces are axial loads • The open web system permits the use of a greater overall depth than for an equivalent solid web girder, hence reduced deflections and rigid structure
Truss bridge
•Arch action reduces bending moments •Economical as compared to equivalent straight simply supported Girder or Truss bridge •Suitable; when site is a deep gorge with steep rocky banks. • Conventional curved arch rib has high Fabrication and Erection costs.
Arch bridge
uses the pre-stressing principles but the pre-stressing tendons are exposed/outside of the beam
Cable-Stayed Bridge
• The deck is hung from the cable by Hangers constructed of high strength ropes in tension • Cables are anchored at the abutment, hence abutment has to be massive
SUSPENSION
According to inter-span relations
•Simple bridge - 2 supports at ends•Continuous bridge - more supports between ends•Cantilever bridge - supported at one end and another end
According to position of bridge floor.
•Deck bridge - positioned between high flood level and formation level•Through bridge - above the formation level•Semi-through bridge - partly above and below the formation level
According to span length
• Culvert bridge - below 6m• Minor bridge - 8m to 30m• Major bridge - 30m to 120m• Long span bridge - 120m +
According to Level of Crossing
•Over bridge •Under bridge
According to Function
•Foot bridge - for humans to cross the roads•Highway bridge - used for road transportation•Rail way bridge - for rail transportation•Aqueduct bridge - water carrying bridges•Road cum railway bridge - both road way and railway transport
According to Utility
•Temporary bridge •Permanent bridge
According to High Flood Level (HFL)
•Low level bridge - submersible bridges•High level bridge - non submersible against floods
is a complicated place and a point where a suite of civil engineering disciplines converge to form one of the most exciting challenges in the profession.
A HIGHWAY BRIDGE SITE
A scan of the associated figure shows that a bridge designer must be concerned with:
•Highway Design for the overpass and underpass alignment and geometry. •Structural Design for the superstructure and substructure elements. •Geotechnical Engineering for the pier and abutment foundations. •Hydraulic Engineering for proper bridge span length and drainage of bridge site. •Surveying and Mapping for the layout and grading of a proposed site.
is that portion of the deck cross section which resists traffic wear. In some instances this is a separate layer made of bituminous material, while in some other cases it is a integral part of concrete deck.
wearing surface
is the physical extension of the roadway across the obstruction to be bridged.
deck
distribute loads longitudinally and are usually designed principally to resist flexure and shear.
Primary members
are bracing between primary members designed to resist cross-sectional deformation of the superstructure frame and help distribute part of the vertical load between stringers. They are also used for the stability of the structure during construction
Secondary members
type of secondary member used to resist lateral deformation
Lateral Bracing
are earth-retaining structures that support the superstructure and overpass roadway at the beginning and end of a bridge.
Abutments
is a short column on an abutment or pier under a bearing that directly supports a superstructure primary member
pedestal
is a primary component of the abutment supporting pedestals on top of a footing. Its main function is to transfer loads from superstructure to the foundation.
stem
is the component of the abutment acting as a retaining structure on top of the stem. It also supports an approach slab, if there is one
backwall
is a side wall to the abutment backwall and stem designed to assist in confining earth behind the abutment.
wingwall
As bearings transfer the superstructure loads to the substructure, so in turn do the abutment and pier footings transfer loads from the substructure to the subsoil or piles
footing
When the soil under a footing cannot provide adequate support for the substructure (in terms of bearing capacity, overall stability, or settlement), support is obtained through the use of
piles
In cofferdams or shallow excavation, the vertical planks which are driven into the ground to act as temporary retaining walls permitting excavation are known as
sheeting
is any part of the bridge or bridge site that is not a major structural component yet serves some purpose in the overall functionality of the structure
An appurtenance
The slope that tapers from the abutment to the underpass (embankment) is covered with a material called _______, which should both be aesthetically pleasing and provide for proper drainage and erosion contro
slope protection
which is a drainage system made of perforated pipe or other suitable conduit that transports runoff away from the structure and into appropriate drainage channels (either natural or human-made).
underdrain
The section of overpass roadway that leads up to and away from the bridge abutments is called the
approach or approach roadway.
are protective devices “used to shield motorists from obstacles or slope located along either side of roadway”
Bridge railings and traffic barriers
is the minimum distance between the structure and the underpass.
Vertical clearance
An analysis of a structure to compute the maximum allowable loads that can be carried across a bridge is called a
load rating
Permanent loads placed on a structure before the concrete slab hardens are called
dead loads
are permanent loads placed on the structure after the concrete has hardened (e.g., bridge railing, sidewalks, wearing surface, etc.).
Superimposed dead loads
Temporary loads placed on the structure, such as vehicles, wind, pedestrians, etc., are called
live loads
A temporary box structure with only four sides (i.e., no top or bottom) that can be used as an earth support system in excavation for substructure foundations is called a
sheeted pit
Construction that occurs in phases, usually to permit the flow of traffic through a construction site, is called
staged construction
the bridge superstructure consists of a concrete slab resting on a set of girders, which are connected by diaphragms to form a frame.
Slab-on-Girder
For a very short span [less than 30 ft (9 m)] a one-way reinforced concrete slab supported on either end by small abutments is an economical structure.
One-way Slab
When bending and torsion are major concerns, a box girder type of structure offers an aesthetically pleasing, albeit expensive, solution. Since these types of structures do not make use of standardized, prefabricated components, their role is usually restricted to major highway bridges that can take advantage of their ability to meet relatively long span requirements.
Steel and Concret Box Girder
This type of bridge started to be built in the United States only 50 years ago, but the response has been overwhelming. Low cost, ease of construction, and aesthetics are the major reasons why this type of structure is now a popular choice for medium- and long-span bridges.
Cable-Stayed
recognized as one of the consummate marvels of civil engineering.
Suspension
is most often used for major crossings such as at the Hell Gate and Sydney Harbor bridges.
Arch
are encountered most often in historical engineering projects that require preservation or rehabilitation of existing structures
Truss bridges