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  • Question
  • In water bound macadam roads, binding material, is


  • Options
  • A. sand
  • B. stone dust
  • C. cement
  • D. brick dust.

  • Correct Answer
  • stone dust 


  • Highway Engineering problems


    Search Results


    • 1. Width of vehicles affects the width of

    • Options
    • A. lanes
    • B. shoulders
    • C. parking spaces
    • D. all the above.
    • Discuss
    • 2. The usual width of parapet walls along Highways in hilly region, is

    • Options
    • A. 50 cm
    • B. 60 cm
    • C. 70 cm
    • D. 80 cm
    • E. 100 cm
    • Discuss
    • 3. Design of horizontal and vertical alignments, super-elevation, sight distance and grades, is worst affected by

    • Options
    • A. width of the vehicle
    • B. length of the vehicle
    • C. height of the vehicle
    • D. speed of the vehicle
    • Discuss
    • 4. The formula for calculating the depth of concrete pavements suggested by Goldbeck, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 5. The minimum value of camber provided for thin bituminous surface hill roads, is

    • Options
    • A. 2.2%
    • B. 2.5%
    • C. 3.0%
    • D. 3.5%
    • Discuss
    • 6. If R is the radius of a main curve and L is the length of the transition curve, the shift of the curve, is

    • Options
    • A. L/24 R
    • B. L2/24 R
    • C. L3/24 R
    • D. L4/24 R
    • E. L/12 R
    • Discuss
    • 7. Traffic surveys are carried out

    • Options
    • A. to know the type of traffic
    • B. to determine the facilities to traffic regulations
    • C. to design proper drainage system
    • D. all the above.
    • Discuss
    • 8. On the recommendations of Indian Road Congress, the ruling gradient in plains, is

    • Options
    • A. 1 in 15
    • B. 1 in 20
    • C. 1 in 30
    • D. 1 in 45
    • E. 1 in 100
    • Discuss
    • 9. Maximum number of passenger cars that can pass a given point on a road during one hour under the most ideal road way and traffic conditions, is known as

    • Options
    • A. traffic density
    • B. basic capacity of traffic lane
    • C. possible capacity of traffic lane
    • D. all the above.
    • Discuss
    • 10. The total length of a valley formed by two gradients - 3% and + 2% curve between the two tangent points to provide a rate of change of centrifugal acceleration 0.6 m/sec2, for a design speed 100 km ph, is

    • Options
    • A. 16.0 m
    • B. 42.3 m
    • C. 84.6 m
    • D. none of these.
    • Discuss


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