# Transition Curves | Transition Curves for Highway Roads | Function, Condition of Transition Curves

Table of Contents

In this article, we will discuss transition curves.

** 1. Introduction **

A transition or easement curve is a curve of varying radius introduced between a Straight and a circular curve or between two branches of a compound curve or reverse curve. In the case of a highway, in order to hold the vehicle in the center of the lane, the driver is required to move his steering almost instantly to the position necessary for the curve at the moment he passes the P.C.

In doing so, the sudden impact of centrifugal forge coupled with the inertia of the vehicle would cause the vehicle to sway outwards, and if this exceeds a certain \ralue the vehicle may overturn. In the case of railways, the side thrust is wholly taken by the pressure exerted by the rails on the flanges of the wheels thus causing wear of the rail in the region of the tangent point. To avoid these effects, a **curve** of changing radius must be introduced between the straight and the circular curve.

** 2. Functions of a Transition Curve **

**The functions of a transition curve are:**

(1) To accomplish gradually the transition from the tangent to the circular curve, so that the curvature is increased gradually from zero to a specified value.

(2) To provide a medium for the gradual introduction or change of the required super-elevation.

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** 3. Condition For Transition Curves **

A transition curve introduced between the tangent and the circular curve should fulfill the following conditions

(1) It should be tangential to the straight.

(2) It should meet the circular curve tangentially.

(3) Its curvature should be zero at the origin on straight.

(4) Its curvature at the junction with the circular curve should be the same as that of the circular curve.

(5) The rate of increase of curvature along the transition should be the same as that of increase of cant or super-elevation.

(6) Its length should be such that full cant or super-elevation is attained at the junction with the circular curve.

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** 4. Objectives for Providing Transition Curves **

a. For the gradual introduction Centrifugal force

b. To introduce super elevation gradually

c. To introduce extra widening gradually

d. To provide comfort for the driver that is to enables smooth vehicle operation on road.

e. To enhance the aesthetics of highways.

Civil Engineer & CEO of Naba Buddha Group