The maximum super elevation to be provided on a road curve is 1 in 15....
Given: Maximum super elevation = 1 in 15, Rate of change of super elevation = 1 in 120, Road width = 10m.
To find: Minimum length of transition curve on either end.
Solution:
What is super elevation?
Super elevation is the banking of road curves to counteract the centrifugal force acting on a vehicle as it moves along the curve. The aim of providing super elevation is to increase the safe speed of a vehicle on a curve without skidding or overturning.
What is a transition curve?
A transition curve is a curve that is used to gradually introduce the super elevation on a road curve. It is a curve that connects the circular curve and the tangent of the road.
Formula:
The length of transition curve can be calculated using the following formula:
L = V^2/127R
Where,
L = Length of transition curve, in meters
V = Design speed, in km/hr
R = Radius of circular curve, in meters
Calculation:
Given: Maximum super elevation = 1 in 15, Rate of change of super elevation = 1 in 120, Road width = 10m.
To find: Minimum length of transition curve on either end.
Step 1: Calculation of Radius of Circular Curve:
The maximum super elevation that can be provided on a road curve is 1 in 15.
i.e. e = 1/15
The rate of change of super elevation is specified as 1 in 120.
i.e. de/dx = 1/120
The radius of the circular curve can be calculated using the following formula:
R = (W^2)/(2e) + (e/2)
Where,
W = Road width = 10m
e = Super elevation = 1/15
Putting the values, we get:
R = (10^2)/(2*(1/15)) + (1/2)
R = 375m
Step 2: Calculation of Design Speed:
The design speed of the road curve can be calculated using the following formula:
V = 3.6√(fR)
Where,
V = Design speed, in km/hr
f = Coefficient of friction = 0.15 (assumed)
R = Radius of circular curve, in meters
Putting the values, we get:
V = 3.6√(0.15*375)
V = 47.18 km/hr
Step 3: Calculation of Length of Transition Curve:
The length of transition curve can be calculated using the following formula:
L = V^2/127R
Putting the values, we get:
L = (47.18^2)/(127*375)
L = 80.17m
Therefore, the minimum length of the transition curve on either end will be 80m (approx).
Hence, the correct option is (C) 80m.
The maximum super elevation to be provided on a road curve is 1 in 15....
e = superelevation
N = the rate change of superelevation 1/N
W = total width
Case 1: Rotation of pavement by inner edge:
L=eNW
L = (1/15)120*10
L=80m
Case 2: Rotation of pavement about centres:
L = (eNW)/2
L=80/2=40m
Since, L= 40 m is not in option, we go for case 1 transition curve is 80 m.
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