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:
The rate of super-elevation for a horizontal curve of radius $500 \text{ m}$ in a national highway for a design speed of $65 \text{ kmph}$ is:
Consider the following statements about grade compensation:
(i) Grade compensation is given up to the maximum value of '75/R', where R is the radius of circular curve in metres.
(ii) According to Indian Roads Congress, grade compensation is not necessary for gradients flatter than 4 percent.
Which of the above statement/s is/are correct?
The type of transition curve that is generally provided on hill road is
The minimum design speed adopted where hair-pin bends are provided at hill roads is _________.
The rear wheels do not follow the same path as that of the front wheels. This phenomenon is called: