Geometric Design III

At highway stretches where the required overtaking sight distance cannot be provided, it is necessary to incorporate :

1. At least twice the SSD

2. Half the required OSD

3. One-third of OSD

4. Three times the SSD

ANSWER

At least twice the SSD

QUESTION

A super-elevation e is provided on a circular horizontal curve such that a vehicle can be stopped on the curve without sliding. Assuming a design speed v and maximum coefficient of side friction f_max, which one of the following criteria should be satisfied ?

ANSWER (e less than equal to f_max 

QUESTION

 _{i) List and draw the various vertical curves adopted in highways.} 

_{(ii) Explain the controls and guidelines for safe, comfortable travel in highway vertical curves.} 

_{(iii) List the various technical guidelines recommended for safety and comfort in case of horizontal curves in highway}

ANSWER

_{SUMMIT CURVE} 

_{Summit curves are vertical curves with gradients upwards. They are formed when two gradients meet as illustrated in figure 1 in any of the following four ways:} 

_{1. When a positive gradient meets another positive gradient [figure 1a]} 

_{2. When a positive gradient meets a flat gradient [figure 1b].} 

_{3. When an ascending gradient meets a descending gradient [figure 1c]} 

_{4. When a descending gradient meets another descending gradient [figure 1d]} 

_{Type of Summit Curve Many curve forms can be used with satisfactory results, the common practice has been to use parabolic curves in summit curves. This is primarily because of the ease with which it can be laid out as well as allowing a comfortable transition from one gradient to another. Although a circular curve offers equal sight distance at every point on the curve, for very small deviation angles a circular curve and parabolic curves are almost congruent. Furthermore, the use of parabolic curves were found to give excellent riding comfort.}

DESIGN CONSIDERATION

In determining the type and length of the vertical curve, the design considerations are comfort and security of the driver, and the appearance of the profile alignment. Among these, sight distance requirements for the safety are 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. This is because the centrifugal force will be acting upwards while the vehicle negotiates a summit curve which is against the gravity and hence a part of the tyre pressure is relieved. 

Also if the curve is provided with adequate sight distance, the length would be sufficient to ease the shock due to change in gradient.  

Circular summit curves are identical since the radius remains same throughout and hence the sight distance. From this point of view, transition curves are not desirable since they have varying radius and so the sight distance will also vary. 

The deviation angles provided on summit curves for highways are very large, and so the simple parabola is almost congruent to a circular arc, between the same tangent points. Parabolic curves are easy for computation and also it has been found out that it provides good riding comfort to the drivers. It is also easy for field implementation. Due to all these reasons, a simple parabolic curve is preferred as a summit curve.

QUESTION

Explain in brief the various classifications of rural roads with its salient components as per IRC Standards with neat sketches.

The Indian Highways as classified in types of roads are as follows.

(i) National Highways (NH)

(ii) State Highways (SH)

(iii) Major District Roads (MDR)

(iv) Other District Highways (ODR)

(v) Village Roads (VR)