Transportation Engineering - Vol 1 | 17. Vertical Alignment by Abraham | Learn Smarter
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17. Vertical Alignment

The chapter discusses the vertical alignment of roads, emphasizing the importance of gradients and vertical curves in road design. It covers types of gradients, their effects on vehicular speed, and the IRC specifications for various terrains. Key concepts such as summit curves are examined for their role in facilitating smooth transitions and maintaining safety in road construction.

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Sections

  • 17

    Vertical Alignment

    This section discusses the vertical alignment of roads, emphasizing gradients and summit curves.

  • 17.1

    Overview

    This section introduces the concept of vertical alignment in road design, focusing on gradients and vertical curves.

  • 17.2

    Gradient

    This section discusses the concept of gradient in road design, emphasizing its effects on vehicle speed and safety.

  • 17.2.1

    Effect Of Gradient

    The effect of gradient on vehicular speed and operational costs, particularly in the context of heavy vehicles, is critical for road design.

  • 17.2.2

    Representation Of Gradient

    This section describes how gradients are represented in road design, discussing positive and negative gradients along with deviation angles.

  • 17.2.3

    Types Of Gradient

    This section elaborates on different types of gradients used in roadway design, focusing on their characteristics and applications.

  • 17.2.3.1

    Ruling Gradient

    This section discusses the concept of ruling gradients in road design, explaining their significance and limitations based on various terrain types.

  • 17.2.3.2

    Limiting Gradient

    The limiting gradient defines the maximum gradient allowable to control construction costs while maintaining margin for ease of vehicle movement on rolling and hilly terrains.

  • 17.2.3.3

    Exceptional Gradient

    The exceptional gradient allows for very steep slopes in unavoidable situations, with specific criteria for their use.

  • 17.2.3.4

    Critical Length Of The Grade

    This section discusses the critical length of ascending gradients applicable to loaded trucks and its implications for road design.

  • 17.2.3.5

    Minimum Gradient

    This section discusses the minimum gradient necessary for adequate surface drainage on roadways.

  • 17.2.4

    Creeper Lane

    This section discusses the concept of creeper lanes, which help manage slow-moving vehicles on steep inclines by providing an additional lane for them.

  • 17.2.5

    Grade Compensation

    Grade compensation involves adjusting the gradient in the presence of horizontal curves to enhance traction.

  • 17.3

    Summit Curve

    Summit curves are vertical curves that form when two gradients meet, primarily designed for comfort and safety in road construction.

  • 17.3.1

    Type Of Summit Curve

    Summit curves are vertical curves connecting gradients, primarily designed as parabolic for ease of layout and comfort.

  • 17.3.2

    Design Consideration

    This section focuses on the design considerations for summit curves, emphasizing aspects such as sight distance requirements and vehicle comfort.

  • 17.3.3

    Length Of The Summit Curve

    This section discusses the critical aspects of designing the length of summit curves in road construction, focusing on sight distance considerations and geometric relationships.

  • 17.3.3.1

    Case A. Length Of Summit Curve Greater Than Sight Distance

    This section discusses calculating the length of summit curves when it exceeds sight distance, highlighting important geometric relationships and considerations.

  • 17.3.3.2

    Case B. Length Of Summit Curve Less Than Sight Distance

    This section discusses the design considerations for summit curves in road alignment, particularly when their length is less than the sight distance.

  • 17.4

    Summary

    This section discusses the types of gradients in road design and the IRC's recommendations for their limits, focusing specifically on the concept of grade compensation.

  • 17.5

    Problems

    This section presents a series of problems related to the design of vertical summit curves, requiring calculations based on various conditions.

References

17.pdf

Class Notes

Memorization

What we have learnt

  • The vertical alignment of r...
  • Different types of gradient...
  • Summit curves facilitate sm...

Final Test

Revision Tests