In geometric design of highways, while on rolling terrain, design speeds are generally:
Lower than plain terrain
In highway engineering, the design speed is a critical factor determined by the terrain type through which the highway passes. Let's evaluate the given options based on the context of the question:
Therefore, analyzing all options, the correct answer is: Lower than plain terrain.
This is in accordance with standard highway design principles, which adjust design speeds lower when moving from plain to rolling and mountainous terrains, taking into account safety and vehicle control.
A summit curve is provided on a road profile where:
The friction factor used in geometric design of highways is provided by the:
Calculate the design rate of super elevation (%) on a highway in a plain terrain, if design speed of the highway is 80 kmph and radius of the curve is 400m.
Which of the following is the main function of “submerged” kerbs in rural roads?
Which of the following statements are correct, with reference to the Road Formation width?
i. It is the bottom width of the embankment.
ii. It is the bottom width of the cutting.
iii. It is inclusive of the width of the shoulders.
iv. It is inclusive of the width of side drains.
As per IRC, which of the following is NOT a recommended characteristic of the road shoulder?
Which of the following gradients will have the maximum value?