Grade Separated Intersection
Lecture notes in Traffic Engineering And Management
Date: August 5, 2014
An intersection is the area shared by the joining or crossing of two or more
Since the main function of an intersection is to enable the road user to make a
route choice, it is a point of decision.
Hence the problems that are encountered by the motorist while passing through
an intersection must be recognized and the design should be in such a way that
the driving task is as simple as possible.
Intersection is also a point of large number of major conflicts, besides a
point of decision.
These conflicts may be due to the crossing maneuvers of vehicles moving in
Good intersection design results from a minimization of the magnitude and
characteristics of the conflicts and a simplification of driver route selection
Intersections are classified depending upon the treatment of crossing conflicts
(i) At Grade Intersection and
(ii) Grade Separated Intersection.
It is a bridge that eliminates crossing conflicts at intersections by vertical
separation of roadways in space.
Grade separated intersection are otherwise known as Interchanges.
Grade separated intersections cause less hazard and delay than grade
Route transfer at grade separations is accommodated by interchange facilities
consisting of ramps.
Interchange ramps are classified as Direct, Semi-Direct and Indirect.
Interchanges are described by the patterns of the various turning roadways or
The interchange configurations are designed in such a way to accommodate
economically the traffic requirements of flow, operation on the crossing
facilities, physical requirements of the topography, adjoining land use, type
of controls, right-of-way and direction of movements.
The ultimate objective of grade separated intersections is to eliminate all
grade crossing conflicts and to accommodate other intersecting maneuvers by
merging, diverging and weaving at low relative speed.
The relative speed of the conflicting vehicle streams is an important factor
affecting the significance of a conflict.
The benefit of providing for low relative speed is twofold.
First, events unfold more slowly allowing more judgement time and second, in
case of an impact the total relative energy to be absorbed are less and hence,
the damage is less.
In addition, when relative speed is low, the average motorist will accept a
smaller time gap space between successive vehicles to complete his move.
This condition increases roadway capacity.
One of the distinctions made in type of interchange is between the directional
and the non directional interchange.
Directional interchanges are those having ramps that tend to follow the natural
direction of movement.
Non directional interchanges require a change in the natural path of traffic
A comprehensive classification plan for grade separated intersection design
which includes all possible geometric patterns has not yet been developed.
The design and operational characteristics of each of the major interchange
types are mentioned as follows and are discussed in the following sections.
An underpass or a tunnel is an underground passageway, completely enclosed
except for openings for ingress and egress, commonly at each end.
A tunnel may be for foot or vehicular road traffic, for rail traffic.
If an underpass is constructed for pedestrians and/or cyclists beneath a road
or railway, allowing them to reach the other side in safety, then such a
construction is termed as a Subway.
These are constructed when it is necessary for pedestrians to cross a railroad
or a limited-access highway.
Subways may also be constructed for the benefit of wildlife
An overpass also known as a flyover, is a bridge, road, railway or similar
structure that crosses over another road or railway.
A pedestrian overpass allows pedestrians safe crossing over busy roads without
And Railway overpasses are used to replace at-grade crossing as a safer
Overpasses allows for unobstructed rail traffic flow from mixing with vehicular
and pedestrian traffic.
Stack interchanges are made up of many overpasses.
Trumpet interchanges have been used where one highway terminates at another
These involve at least one loop ramp connecting traffic either entering or
leaving the terminating expressway with the far lanes of the continuous
These interchanges are useful for highways as well as toll roads, as they
concentrate all entering and exiting traffic into a single stretch of roadway,
where toll booths can be installed.
Trumpets are suitable at the locations where the side road exists on only one
side of the freeway, and traffic is relatively low.
Each entrance and exit consists of acceleration or deceleration lanes at each
It requires only one bridge and is the most traditional way of grade separating
a three way junction.
The principal advantages are low construction cost and are useful for highways
as well as toll roads.
But the limitations in employing trumpet interchanges are it leaves a redundant
patch of the land within the loop, Disorienting to navigate for those driving
in the direction that uses the loop.
Moreover scaling down the interchange often results in a more dangerous suffers
congestion from articulated lorries that have tipped over.
The diamond Interchange is the simplest form of grade separated intersection
between two roadways.
The conflicts between through and crossing traffic are eliminated by a bridge
This particular intersection has four one way ramps which are essentially
parallel to the major artery.
The left turn crossing movement conflicts are considerably reduced by
eliminating the conflict with the traffic in opposite direction.
All the remaining left turn conflicts, merging and diverging maneuver conflicts
take place at the terminal point of each ramp.
Limitation in application of this design depends on the operations of these
So, it is suitable for locations where the volume of left turn traffic is
- Trumpet Interchange
- Diamond Interchange
- Cloverleaf Interchange
- Partial Cloverleaf Interchange
- Directional Interchange
- Bridged Rotary
The diamond interchange requires a minimum amount of land and is economical to
Also,a diamond interchange generally requires less out-of-the-way travel and
vehicle operating costs are less than those on most other types of
The single point of exit from the major roadway eases the problem of signing.
This type of interchange requires the least of right-of-way.
With these advantages, the diamonds appear to be the ideal solution to an
But there might be chances of occurrence of conflicts at the locations where
ramps meet the grade separated cross street are to be considered foe high ramp
Improper design of signal timings at cross streets may result in the inadequacy
of capacity for certain flows.
The full clover interchange eliminates all crossing movement conflicts by the
use of weaving sections.
This weaving section is a critical element of cloverleaf design.
It replaces a crossing conflict with a merging, followed some distance farther
by a diverging conflict.
There are two points of entry and exit on each through roadway.
The first exit is provided before the cross road structure allows right turn
The second exit, immediately after the cross road structure, allows for left
A weaving section is created between the exit and entry points near the
Sufficient length and capacity is to be provided to allow for a smooth merging
and diverging operation.
Cloverleaf design requires only one bridge. In this respect, it is the cheapest
form providing for elimination of all crossing maneuvers at grade.
Although full cloverleaf interchanges eliminate the undesirable crossing
movements of diamond interchanges, they have the disadvantages of greater
travel distances, higher operating costs, difficult merging sections, circuity
of travel, large areas for loops, sight distances to exits at the other side of
the bridge, confusion caused by turning right to go left and large
rights-of-way occasioned by the radius requirements necessary for satisfactory
speeds on the ramps.
A variation of the cloverleaf configuration is the cloverleaf with
With the collector-distributor roadway, main roadway operations are much the
same as in diamond interchange.
For each direction of travel, there is a single point for exits and a single
point for entrances.
Speed change, detailed exit directional signing and the storage and weaving
problems associated with a cloverleaf are transferred to the
collector-distributor road, which can be designed to accommodate greater
relative speed differences or encourage smaller ones.
Although this configuration improves the operational characteristics of a
cloverleaf interchange, the disadvantages of greater travel distances and the
requirement of extra right-of-way are still present.
The use of a cloverleaf with collector-distributor roads is appropriate at
junctions between a freeway and an expressway where a diamond interchange would
not adequately serve traffic demand.
This is another variation of the cloverleaf configuration.
Partial clover leaf or parclo is a modification that combines some elements of
a diamond interchange with one or more loops of a cloverleaf to eliminate only
the more critical turning conflicts.
This is the most popular freeway -to- arterial interchange.
Parclo is usually employed when crossing roads on the secondary road will not
produce objectionable amounts of hazard and delay.
It provides more acceleration and deceleration space on the freeway.
A Directional interchange provides direct paths for left turns.
These interchanges contain ramps for one or more direct or semi direct left
Interchanges of two freeways or interchanges with one or more very heavy
turning movements usually warrant direct ramps, which have higher speeds of
operation and higher capacities, compared to loop ramps.
Some designers do not favor entrance of merging traffic in the left lane, which
is a characteristic of most direct-connection bridges.
The principal limitations of this type of interchange is higher cost of
construction and requirement relatively large amount of land when compared to
the diamond interchanges and in some cases than cloverleaf interchange.
Various combinations of directional, semi directional and loop ramps may be
appropriate for certain conditions.
They are the basic patterns that use the least space, have the fewest or least
complex structures, minimize internal weaving and appropriate for the common
terrain and traffic conditions.
An acceleration lane is defined as extra pavement, of constant or variable
width, placed parallel or nearly so, to a merging maneuver area to encourage
merging at low relative speed.
The major difference in opinion concerning acceleration design stems from lack
of information on driver performance.
Field observations have indicated that drivers desire to follow the direct path
even though extra width or tapered section is provided.
The length of acceleration lanes are determined by two factors: (1) Time
required for drivers to accelerate to the speed of the preferential flow from
the speed of entry into the acceleration lane and (2) Maneuvering time required
as a supplement to the sight distance which is provided in advance of the
Taper distances are based upon a lateral transition time of about 1/3 sec/ft of
Deceleration lanes are defined as extra pavement of constant or variable width,
placed parallel or nearly so, to a diverging maneuver area to encourage
diverging at low relative speed.
The lengths of deceleration lanes are based on the difference in the speed of
traffic of the combined flow (in advance of the collision area) and the speed
at which drivers negotiate the critical diverging channel curve, as well as the
deceleration practices of drivers.
These deceleration lane lengths are based on the assumed performance of
passenger vehicles only.
Extra allowance must be made for grades and for trucks with different
In the figure below, Form A design is more economical when large speed
differentials are to be overcome.
Form B could be advantageous by contrasting pavement colors and Form C design
is more convenient for drivers when small speed differentials are to be
Different forms of Acceleration lanes
details of length of acceleration lane
As we discussed earlier, grade-separated intersections are provided to separate
the traffic in the vertical grade.
But the traffic need not be those pertaining to road only.
When a railway line crosses a road, then also grade separators are used.
Different types of grade-separators are flyovers and interchange.
Flyovers itself are subdivided into overpass and underpass.
When two roads cross at a point, if the road having major traffic is elevated
to a higher grade for further movement of traffic, then such structures are
Otherwise, if the major road is depressed to a lower level to cross another by
means of an under bridge or tunnel, it is called under-pass.
Different forms of Deceleration lanes
details of length of deceleration lane
Interchange is a system where traffic between two or more roadways flows at
different levels in the grade separated junctions.
Common types of interchange include trumpet interchange, diamond interchange ,
and cloverleaf interchange.
Traffic intersections are problem spots on any highway, which contribute to a
large share of accidents.
For safe operation, these locations should be kept under some level of control
depending upon the traffic quantity and behavior.
Based on this, intersections and interchanges are constructed, the different
types of which were discussed in the chapter.
- Trumpet interchange: Trumpet interchange is a popular form of three
If one of the legs of the interchange meets a highway at some angle but does
not cross it, then the interchange is called trumpet interchange.
A typical layout of trumpet interchange is shown in figure 5.
- Diamond interchange: Diamond interchange is a popular form of
four-leg interchange found in the urban locations where major and minor roads
The important feature of this interchange is that it can be designed even if
the major road is relatively narrow.
A typical layout of diamond interchange is shown in figure 6.
- Clover leaf interchange: It is also a four leg interchange and is
used when two highways of high volume and speed intersect each other with
considerable turning movements.
The main advantage of cloverleaf intersection is that it provides complete
separation of traffic.
In addition, high speed at intersections can be achieved.
However, the disadvantage is that large area of land is required.
Therefore, cloverleaf interchanges are provided mainly in rural areas.
A typical layout of this type of interchange is shown in figure 7.
I wish to thank several of my students and staff of NPTEL for their contribution in this lecture.
- A policy on geometric design of rural highways, 2019.
- Everett C Carter and Wolfgang S Homburger.
Introduction to Transportation Engineering.
Reston Publishers, Virginia, 2019.
- L. R Kadiyali.
Traffic Engineering and Transportation Planning.
Khanna Publishers, New Delhi, 1987.
- Theodore M Matson, Wilbure S smith, and Fredric W Hurd.
Traffic engineering, 1955.
Prof. Tom V. Mathew