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Question

In geometric design of highways, while on rolling terrain, design speeds are generally:

The correct answer is

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:

  1. Lower than plain terrain: Rolling terrains typically have more vertical and horizontal curves compared to plain terrains. These curves demand lower design speeds to ensure safety while navigating through changes in the alignment and elevation. Thus, on rolling terrain, the design speed is reduced relative to a plain terrain to allow vehicles to maneuver safely.
  2. Same as mountainous terrain: Mountainous terrains tend to have very low design speeds due to sharp curves, steep grades, and challenging topography. While rolling terrains also require reduced speeds, they usually do not require as drastic a reduction as mountainous areas do. Therefore, this option incorrectly ties the same design speed to both terrains.
  3. Higher than plain terrain: Plain terrains have the least physical obstructions and typically allow for the highest design speeds due to their flat and straight alignment. Hence, it is inaccurate to say rolling terrains have higher design speeds than plain terrains.
  4. Unrelated to terrain type: This option is not accurate as terrain type directly impacts the geometric design of highways, influencing parameters like design speed, curve radius, and grade.

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.

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Similar Questions

  1. A summit curve is provided on a road profile where:

  2. The friction factor used in geometric design of highways is provided by the:


Important Questions from Highway Geometric Design

  1. 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:

  2. 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?

  3. The type of transition curve that is generally provided on hill road is

  4. The minimum design speed adopted where hair-pin bends are provided at hill roads is _________.

  5. The rear wheels do not follow the same path as that of the front wheels. This phenomenon is called:

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