Join 60,000+ competitive exam aspirants
How to find out length of vertical curve?
Change of grade / rate of change of grade
A total change of grade / rate of change of grade
Rate of change of grade / total change of grade
Rate of change of grade / change of grade
A total change of grade / rate of change of grade
The length of a vertical curve (L) is defined as the horizontal distance over which the change of grade takes place. It is directly calculated as the ratio of the total change of grade (N) to the allowable rate of change of grade (r).
The length of a vertical curve (L) is defined as the horizontal distance over which the change of grade takes place. It is directly calculated as the ratio of the total change of grade (N) to the allowable rate of change of grade (r).
L=rNтАЛ тАФ Length of vertical curve
N=тИгg1тАЛтИТg2тАЛтИг тАФ Total change of grade (algebraic difference between slopes g1тАЛ and g2тАЛ)
When two different gradients meet, a vertical curve is provided to ensure smooth vehicular movement, adequate sight distance, and passenger comfort. The curve transitions the grade at a constant rate (r), meaning the total elevation/slope change (N=тИгg1тАЛтИТg2тАЛтИг) divided by the rate of change per unit distance gives the total length of the curve.
Parabolic curves are universally preferred for vertical curves in highways due to their constant rate of change of grade.
The total change of grade N is the algebraic difference between the incoming grade (g1тАЛ) and outgoing grade (g2тАЛ).
The rate of change of grade r is determined based on driver comfort and safety criteria.
Ensures smooth transition between two intersecting gradients.
Provides adequate sight distance (SSD and OSD) for safe vehicle operation.
Inadequate design length can lead to sudden uncomfortable acceleration or sight distance restrictions.
Summit curves (crest curves) connecting upgrade to downgrade or flatter upgrade.
Valley curves (sag curves) connecting downgrade to upgrade or flatter downgrade.
Standard IRC allowable rate of change of grade for summit curves generally varies between 0.1% per 30m to 0.2% per 30m depending on design speed.
Option A and Option D incorrectly place the rate of change of grade or change of grade in the wrong ratio positions.
B is correct тАФ Length of a vertical curve is given by the ratio of total change of grade to the rate of change of grade.
For summit curves, always check whether the required length L based on sight distance (S) satisfies L>S or L<S during design calculations.