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Back to Practice Questions
CivilTransportation Engineering
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Intermediate sight distance shall be kept equal to

A

SSD

B

2xSSD

C

3xSSD

D

5xSSD

Correct Answer

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

2xSSD

Quick Summary:

Intermediate Sight Distance (ISD) is defined as the distance provided on a highway where overtaking is not possible or safe, but a driver must have enough sight distance to safely stop in the event of an obstruction. According to IRC (Indian Roads Congress) standards, it is taken as twice the Stopping Sight Distance (SSD).

тЪЩя╕ПTETechnical SolutionConcept & Principle
ЁЯТб Explanation

Intermediate Sight Distance (ISD) is defined as the distance provided on a highway where overtaking is not possible or safe, but a driver must have enough sight distance to safely stop in the event of an obstruction. According to IRC (Indian Roads Congress) standards, it is taken as twice the Stopping Sight Distance (SSD).

ЁЯФв Key Formulas

ISD=2├ЧSSDISD = 2 \times SSDISD=2├ЧSSD тАФ Defines the relationship between Intermediate Sight Distance and Stopping Sight Distance

тЪЩя╕П Working Principle

The principle relies on the assumption that on single-lane roads where Overtaking Sight Distance (OSD) cannot be provided throughout, providing ISD ensures that a vehicle can stop if it encounters an oncoming vehicle. By setting ISD=2├ЧSSDISD = 2 \times SSDISD=2├ЧSSD, the design ensures that two vehicles approaching each other from opposite directions each have sufficient distance to apply brakes and come to a complete stop before a collision occurs.

ЁЯУМ Key Points
  • тЦ╕

    ISD is mandatory on single-lane roads where OSD is not provided.

  • тЦ╕

    It acts as a compromise between SSD and OSD in restrictive geometric conditions.

  • тЦ╕

    It ensures safety during head-on meeting scenarios on two-way traffic.

  • тЦ╕

    SSD is the minimum sight distance required to stop the vehicle safely.

тЬЕ Advantages
  • тЦ╕

    Economical alternative to providing full OSD on every section of the road.

  • тЦ╕

    Improves road safety on single-lane highways.

тЭМ Disadvantages / Limitations
  • тЦ╕

    Does not permit safe overtaking.

  • тЦ╕

    Restricts the overall traffic flow capacity compared to sections with OSD.

ЁЯЫая╕П Applications / Uses
  • тЦ╕

    Single-lane two-way highways.

  • тЦ╕

    Mountainous roads where providing full OSD is technically or financially unfeasible.

ЁЯУД Additional Information
  • тЦ╕

    The value of SSD is calculated using the formula SSD=vтЛЕt+v22g(f┬▒0.01n)SSD = v \cdot t + \frac{v┬▓}{2g(f \pm 0.01n)}SSD=vтЛЕt+2g(f┬▒0.01n)v2тАЛ.

  • тЦ╕

    Options C and D are incorrect as they deviate from the standard IRC recommended multiplier.

ЁЯУК Diagram / Illustration
Intermediate Sight DistanceISD2 ├Ч SSD
тЬЕ

B is correct тАФ Intermediate sight distance is kept equal to twice the Stopping Sight Distance (2├ЧSSD2 \times SSD2├ЧSSD).

Core Concepts Used
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Stopping Sight Distance Overtaking Sight Distance Highway Geometric Design
ЁЯТб EXAM TIP

Always remember that ISD is specifically for safe stopping when meeting oncoming traffic, whereas OSD is for passing slow vehicles; don't confuse the two in exam calculations.

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