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Civil Engineering - Interview Questions
What is the requirement of curves on the road? What are the different types of curves?
The curves on roads are used to change the direction of the road and to provide a smooth transition between straight sections. They are important for road safety as they help drivers to maintain control of their vehicles, especially at high speeds.
 
1. Horizontal Curves
* Simple circular curve 
* Compound Road Curves
* Reverse Curve
* Track transition curve
* Spiral curves
2. Vertical Curves
* Summit Curves
* Valley/ Sag Curve
 
Simple circular curve  : It is a curve consisting of a single arc with a constant radius connecting the two tangents.  It is a type of horizontal curve used most in common.  A simple arc provided in the road or railway track to impose a curve between the two straight lines is the simple circular curve. The smaller is the degree of curve, the flatter is the curve and vice versa. The sharpness of a simple curve is also determined by radius R. Large radius are flat whereas small radius are sharp. A simple curve is normally represented by the length of its radius or by the degree of curve
 
Compound Road Curves : It is a curve made up of two or more circular arcs of successively shorter or longer radii, joined tangentially without reversal of curvature, and used on some railroad tracks and highways as an easement curve to provide a less abrupt transition from tangent to full curve or vice versa. Since their tangent lengths vary, compound curves fit the topography much better than simple curves.
 
Reverse Curve : A reverse curve is composed of two or more simple curves turning in opposite directions. Their points of intersection lie on opposite ends of a common tangent, and the PT of the first curve is coincident with the PC of the second. This point is called the point of reverse curvature (PRC). A reverse curve is composed of two arcs of equal or different radii bending or curving in opposite directions with common tangent at their junction, their centers being on opposite sides of the curve.
 
Track transition curve : A track transition curve, or spiral easement, is a mathematically-calculated curve on a section of highway, in which a straight section changes into a curve. It is designed to prevent sudden changes in lateral In plane (viewed from above), the start of the transition of the horizontal curve is at infinite radius, and at the end of the transition, it has the same radius as the curve itself and so forms a very broad spiral.
 
Spiral curves : Spiral curves are generally used to provide a gradual change in curvature from a straight section of road to a curved section. They assist the driver by providing a natural path to follow. Spiral curves also improve the appearance of circular curves by reducing the break in alignment perceived by drivers. The use of a spiral is about making the road or track follow the same form that the vehicle naturally takes. In a car, you don’t go directly from going straight to fully turning. There is a transition area where you slowly turn the steering wheel. On highways, the lanes are wide enough that you can drive a spiral just by moving from one side of the lane to the other.
 
 
Summit Curves : Summit curves are vertical curves with gradient upwards. Sight distance requirements for the safety is most important on summit curves. The stopping sight distance or absolute minimum sight distance should be provided on these curves and where overtaking is not prohibited, overtaking sight distance or intermediate sight distance should be provided as far as possible. When a fast moving vehicle travels along a summit curve, there is less discomfort to the passengers.
 
Valley/ Sag Curve : Valley curves or sag curves are vertical curves with convexity downwards. In valley curves, the centrifugal force will be acting downwards along with the weight of the vehicle, and hence impact to the vehicle will be more. This will result in jerking of the vehicle and cause discomfort to the passengers. Thus the most important design factors considered in valley curves are- impact-free movement of vehicles at design speed and availability of stopping sight distance under headlight of vehicles for night driving. The valley curve is made fully transitional by providing two similar transition curves of equal length.
 
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