Highway planning miscellaneous


Highway planning miscellaneous

  1. The following data are related to a horizontal curved portion of a two-lane highway: length of curve = 200 m, radius of curve = 300 m and width of pavement = 7.5 m. In order to provide a stopping sight distance (SSD) of 80 m, the set back distance (in m) required from the centre line of the inner lane of the pavement is









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    Q =
    SSD
    ×
    180
    =
    80
    ×
    180
    = 14.9°
    R + 7.5π(300 + 7.5)π

    S = R +
    d
    1 - cos
    θ
    = 2.54 m
    42

    Correct Option: A


    Q =
    SSD
    ×
    180
    =
    80
    ×
    180
    = 14.9°
    R + 7.5π(300 + 7.5)π

    S = R +
    d
    1 - cos
    θ
    = 2.54 m
    42


  1. A rod is being designed for a speed of 110 km /hr on a horizontal curve with a super elevation of 8%. If the coefficient of side friction is 0.10, the minimum radius of the curve (in m) required for safe vehicular movement is









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    e + f =
    127R

    ∴ R =
    =
    110²
    ≈ 528.5 m
    127(e + f)127(0.08 + 0.1)

    Correct Option: D

    e + f =
    127R

    ∴ R =
    =
    110²
    ≈ 528.5 m
    127(e + f)127(0.08 + 0.1)



  1. On a circular curve, the rate of superelevation is e. While negotiating the curve a vehicle comes to a stop. It is seen that the stopped vehicle does not slide inwards (in the radial direction). The coefficient of side friction is f. Which of the following is true:









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    Since stopped vehicle does not slide inside,

    F ≥ w.sinq
    F = P cosθ
    P = w.f
    where,
    P = centrifugal force
    ƒ = coeff of lateral friction
    ⇒ P.cosq ≥ w sin θ
    wƒ. cosq ≥ w sin θ
    f ≥ tan θ
    ⇒ ƒ ≥ e
    ⇒ e ≤ ƒ

    Correct Option: A

    Since stopped vehicle does not slide inside,

    F ≥ w.sinq
    F = P cosθ
    P = w.f
    where,
    P = centrifugal force
    ƒ = coeff of lateral friction
    ⇒ P.cosq ≥ w sin θ
    wƒ. cosq ≥ w sin θ
    f ≥ tan θ
    ⇒ ƒ ≥ e
    ⇒ e ≤ ƒ


  1. A superspeedway in New Delhi has among the highest super-elevation rates of any track on the Indians Grand Prix circuit. The track requires drivers to negotiate turns with a radius of 335 m and 33° banking. Given this information, the coefficient of side friction required in order to allow a vehicle to travel at 320 km/h along the curve is:









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    e + ƒ =
    9R

    V = 320 km/h
    =
    320 × 1000
    = 88.89 m/s
    3600

    e = tanq = tan33°
    ∴ tan33 + ƒ =
    88.89²
    = 2.404
    9.81 × 335

    ⇒ ƒ = 1.76

    Correct Option: A

    e + ƒ =
    9R

    V = 320 km/h
    =
    320 × 1000
    = 88.89 m/s
    3600

    e = tanq = tan33°
    ∴ tan33 + ƒ =
    88.89²
    = 2.404
    9.81 × 335

    ⇒ ƒ = 1.76



Direction: For a portion of national highway where a descending gradient of 1 in 25 meets with an ascending gradient of 1 in 20, a valley curve needs to be designed for a vehicle travelling at 90 kmph based on the following conditions.
1. head light sight distance equal to the stopping sight distance (SSD) of a level terrain considering length of valley curve > SSD.
2. comfort condition with allowable rate of change of centrifugal acceleration = 0.5 m/sec³. Assume total reaction time = 2.5 seconds; co-efficient of longitudinal friction of the pavement = 0.35; height of head light of the vehicle = 0.75 m; and beam angle = 1°.

  1. What is the length of valley curve (in m) based on the head light sight distance condition ?









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    N = -
    1
    -
    1
    = 0.09
    2520

    S = 0.278 × 90 × 2.5 +
    90²
    = 62.55 + 91.1136 = 153.6636
    254 × 0.35

    Assume L > SSD

    Correct Option: A

    N = -
    1
    -
    1
    = 0.09
    2520

    S = 0.278 × 90 × 2.5 +
    90²
    = 62.55 + 91.1136 = 153.6636
    254 × 0.35

    Assume L > SSD