Contents

Design of Vertical Alignment

Generally Highway is aligned to follow the natural topography keeping in view the drainage and other design consideration.

The vertical alignment consist of two element:

2. Vertical curve

It is designed a change in elevation/height of road along the length or maybe defined as rise or fall along the length of road with respect to horizontal.

Slope due to gradual rise or gradual fall in the direction of vehicle movement is called gradient.

If it is gradual rise then the slope is called ascending /rising /positive gradient.

If it is a gradual fall then the slope is called descending/ falling/negative gradient.

It can be represented as follows:

1. 1 in x (1 vertical to x horizontal)
2. $$\frac{1}{x}\times 100%$$
3. tanα

Note: The angle which measures change in direction at the intersection of two grades is called as deviation angle.

N= α12

or N=α1-(-α2)

Gradients are divided into following types.

It is the maximum gradient within which designer wants to design the vertical profile of the road, hence it is also known as design gradients. It depends upon topography, length of the grade, design speed, pulling power of vehicle and presence of horizontal curves.

It is steeper than ruling gradient and it is provided only when there is an enormous increase of cost of construction with ruling gradient. On rolling and hilly terrain, limiting gradient may be frequently adopted but the length of limiting gradient stretch should be restricted.

It is steeper than ruling gradient and limiting gradient and provided only, if the situation is unavoidable. Length of exceptional gradient stitch should not be more than 100 m.

It is provided along the length of road for drainage point of view. Minimum gradient for cement concrete drain is 1 in 500.

As per IRC minimum gradient is as follows:

 Concrete drainage 1/500 Kutcha open drainage / Soil drainage 1/ 200

Note: Depending upon the type of soil it can be taken up to 1/100.

Steeper EG>LG>RG>MG

Note: Grade Compensation at Horizontal Curves

When there is a horizontal curve in addition to gradient then there will be increased resistance to traction due to both curve and gradient. Therefore it is necessary to reduction in gradient at horizontal curve.

This reduction in gradient at the horizontal curve is termed  as “Gradient Compensation“, which is given by

GC%=$$\frac{30+R}{R}$$

Grade compensation as taken is minimum of $$\frac{30+R}{R}$$% or $$\frac{75}{R}$$%, where ‘R’ is the radius of curve in metres.