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CivilTransportation Engineering
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The maximum value of limiting gradient recommended by IRC in plain and rolling terrain is

A

30%

B

5%

C

70%

D

8%

Correct Answer

тЪЩя╕П TE тАв Technical Concept & PrincipleCivilTransportation Engineering
Option B

5%

Quick Summary:

According to the Indian Roads Congress (IRC:73-1980), the limiting gradient for plain and rolling terrain is recommended as 1 in 20, which is equivalent to 5%. Limiting gradients are steeper than ruling gradients and are used only when the ruling gradient is impossible to achieve due to significant cost or topographic constraints.

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

According to the Indian Roads Congress (IRC:73-1980), the limiting gradient for plain and rolling terrain is recommended as 1 in 20, which is equivalent to 5%. Limiting gradients are steeper than ruling gradients and are used only when the ruling gradient is impossible to achieve due to significant cost or topographic constraints.

ЁЯФв Key Formulas

Gradient(%)=RiseRun├Ч100Gradient (\%) = \frac{Rise}{Run} \times 100Gradient(%)=RunRiseтАЛ├Ч100

тЪЩя╕П Working Principle

The design of a road profile relies on a hierarchy of gradients: ruling, limiting, and exceptional. The ruling gradient is the design goal for cost-effectiveness and vehicle performance. When site-specific conditions prohibit the use of the ruling gradient, the limiting gradient is permitted, allowing for increased vertical slopes at the expense of higher fuel consumption and slower vehicle speeds, especially for heavy goods vehicles.

ЁЯУМ Key Points
  • тЦ╕

    Ruling gradient for plain/rolling terrain is 3.3% (1 in 30).

  • тЦ╕

    Limiting gradient is 5% (1 in 20).

  • тЦ╕

    Exceptional gradient is 6.7% (1 in 15).

  • тЦ╕

    Gradients are classified by IRC to optimize vehicle operation and construction economy.

тЬЕ Advantages
  • тЦ╕

    Reduces total earthwork volume in hilly or restricted areas.

  • тЦ╕

    Prevents excessive road length when elevation change is rapid.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Increased fuel consumption for heavy vehicles.

  • тЦ╕

    Higher risk of traffic congestion due to slow-moving uphill vehicles.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Mountainous or restricted approach roads.

  • тЦ╕

    Situations where construction cost of standard gradients is prohibitive.

ЁЯУД Additional Information
  • тЦ╕

    The IRC:73 code provides guidelines for geometric design of rural highways.

  • тЦ╕

    Option C (6.7%) corresponds to the 'Exceptional Gradient', which is permitted only for short stretches.

ЁЯУК Diagram / Illustration
Limiting Gradient Formula
VerticalRiseVertical RiseVerticalRise
HorizontalDistanceHorizontal DistanceHorizontalDistance
For Limiting: 120=5%(1 / 20) = 5\%201тАЛ=5%
тЬЕ

B is correct тАФ The IRC recommends 5% (1 in 20) as the maximum limiting gradient for roads in plain and rolling terrain.

Core Concepts Used
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Highway Geometric Design Gradient Classification IRC Standards
ЁЯТб EXAM TIP

Always remember the order: Ruling (3.3%) < Limiting (5%) < Exceptional (6.7%). These values are specific to plain/rolling terrain.

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