Transition (spiral) Curves

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While taking a turn,the centifugal forces develop so a vehicle and its contents are immediately subjected to centrifugal forces. More is the speed of vehicle sharper is the curvature and thus the greater the influence on vehicles and drivers of the change from tangent to curve. When transition curves are not provided, drivers tend to create their own transition curves by moving laterally within their travel lane and sometimes the adjoining lane,which is risky not only for them but also for other road users.

Mathematically
The minimum length L, ft (m), of a spiral may be computed from

L=3.15V3/RC

where
V =vehicle velocity, mi/h (km/h)

R= radius, ft (m), of the circular curve to which the spiral is joined

C= rate of increase of radial acceleration

An empirical value indicative of the comfort and safety involved, C values often used for highways range from 1 to 3.

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7 Responses to “Transition (spiral) Curves”

  • 1
    Tapas Parui Says:

    I want to know details of Transition Curve in highway (combined in circular)

  • 2
    soumen Says:

    I wanna get a detailed book in transportation engg. where geometric design of highway is available.

  • 3
    zinash damtew Says:

    I want to know details description of Transition Curve,circular curve,horizontal curve.. in highway.

  • 4
    Zohouri Radwan Says:

    How can I select or assume the appropriate C value
    whithout recommended schedule or equation depends on
    speed changeable .so could I the required information to
    determine or select the rate of increase of radial acceleration .
    Full thanks

  • 5
    concrete road Says:

    Greetings to you,i’d like to compute or give me the formulas of concrete road with all details from foundation to the end.
    thank you a lot

  • 6
    Basim Sha P.K Says:

    I want to know the calculations and formulas involving in a flexible pavement road from start to end …….regards

  • 7
    Raju Says:

    Sir ,
    According to IRC,
    1)Allowable rate of change of centrifugal acceleration (I),
    For speed less than 32kmph,I-0.76
    ,, ,, exceeding 96kmph I-0.46
    And for speed in the range 32-96 kmph I-73/(V+96)
    2)I-80/(75+V) and value lies between 0.5 to 0.8.
    Sir in two different books i saw two different cases.Which one is true? and what is the
    Difference?

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