its about the overview of bridges.

1. Rajkiya Engineering College, Bijnor
(Affiliated to DR. A.P.J. ABDUL KALAM TECHNICAL UNIVERSITY, LUCKNOW)
Presented by Presented to
Mohit Kumar Bharti Mr. Mahesh Singh
CE final year Assistant professor
REC Bijnor
Topic of Presentation
Bridge Engineering

2. Introduction To Bridge
Engineering
Bridge is a KEY ELEMENT in a
Transportation System

3. DEFINITION
A bridge is
structure that
allows people or
vehicles to cross an
obstacle such as
river or canal or
railway….

4. Substructure
2. Pier (Column)
3. Abutment
Superstructure
1. Foundation
(Pile/Spread footing)
1. Any above bearing Structure
2. Wearing surface

5. Components Of Bridge

6. Definition of Components of
bridge
Deck
A bridge with an
upper horizontal
beam that carries
roadway.

7. Abutment
It supports the ends of
the bridge and transfer
the loads from the
superstructure into the
ground.

8. PIERS
The main supports
for a bridge upon
which the bridge
rests are
called piers.

9. Bearing
A bridge bearing is
a component of a
bridge which
typically provides a
resting surface
between bridge
piers and the bridge
deck.

10. Span>6m
Span<6m
Bridge
Culvert
Short span : 6-30m
Medium span: 30-120m
Long span: >120m

11. CLASSIFICATION OF
BRIDGESAccording to type of superstructure
Slab bridge
Beam bridge
Truss bridge
Arch bridge
Cable suspended bridge

12. Slab bridge

13. Beam Bridge

14. Truss bridge

15. ARCH BRIDGE

16. CABLE SUSPENSION BRIDGE

17. TYPES OF BRIDGE
(According to Material)
Timber bridge
Concrete bridge
Stone bridge
Rcc bridge
Steel bridge
Pcc bridge
Composite bridge

18. TIMBER BRIDGE

19. Concrete Bridge

20. Stone bridge

21. R.C.C. Bridge

22. Steel Bridge

23. Composite bridge

24. IMPORTANCE OF BRIDGES
Improvement of environment for
emergency care.
Improvement of convenience of public
transportation.
Ease of traffic jam and reduction of
railroad crossing.

25. Improvement of environment for
emergency

26. Improvement of
convenience of public
transportation

27. Ease a traffic jam and reduction of a railroad
crossing

28. GENERAL DATA COLLECTION
location of bridge site.
Transportation of bridge site.
Nature of crossing and affordability.
Availability of local material.
Traffic volume.
Availability of local bridge builders.
Temporary crossing.
Local participation.

29. VERTICAL
CLEARANCE
Minimum vertical clearance of
5m should be ensure over the full
width of roadway.
 The vertical clearance should
be measured with regard to the
highest point of carriageway.
Allowance for any future raising
of pavement is also be made.

30. a) Geometric condition of the site(road alignment, design
flood and highest water mark)
b) Traffic capacity.
c) Structural stability.
d) Foundation conditions and strength of a abutment.
e) Available material.
f) Knowledge and equipment of the contractor.
g) Clearance requirement above and below the road way.
h) General requirements with respect to location ,financing
and community values.
POINTS FOR SELECTION OF
BRIDGE TYPE

31. Traffic Projection