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  • Question
  • The desirable camber for straight cement concrete roads, is


  • Options
  • A. 1 in 33 to 1 in 25
  • B. 1 in 40 to 1 in 33
  • C. 1 in 150 to 1 in 140
  • D. 1 in 160 to 1 in 140
  • E. none of these.

  • Correct Answer
  • 1 in 160 to 1 in 140 


  • Highway Engineering problems


    Search Results


    • 1. For Indian conditions, the water bound macadam roads, are suitable if daily traffic does not exceed

    • Options
    • A. 2000 tonnes
    • B. 2500 tonnes
    • C. 3000 tonnes
    • D. 3500 tonnes
    • Discuss
    • 2. Along high ways confirmatory route markers are generally fixed

    • Options
    • A. before the crossing on the left side
    • B. after the crossing on the left side
    • C. before the crossing on the right side
    • D. after the crossing on the right side.
    • Discuss
    • 3. If the number of lanes on the carriageway of a road is more than two, the total width of lane ways is equal to 3.0 m

    • Options
    • A. + 0.60 m
    • B. + 0.70 m
    • C. + 0.80 xn
    • D. + 0.90 m
    • E. + 1.50 m
    • Discuss
    • 4. If N is the algebraic difference of grades, S is the minimum sight distance in metres, the length (L) of a summit curve is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 5. Stability of hill slopes depends upon

    • Options
    • A. nature of the slope
    • B. angle of the slope
    • C. geological conditions
    • D. ground water conditions
    • E. all the above.
    • Discuss
    • 6. If d is the thickness of a concrete pavement, the equivalent radius b of resisting section for an interior loading, is

    • Options
    • A. b = 0.6 + d2 - 0.675 d
    • B. b = 1.6 + d2 + 0.675 d
    • C. b = 1.6 + d2 - 3.675 d
    • D. b = 1.6 + d2 - 0.675 d
    • Discuss
    • 7. If N is the algebraic difference of grades, S is the head light beam distance in metres, the length (L) of a valley curve, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 8. Selection of the routes, of highways depends upon

    • Options
    • A. feasibility of attaining ruling gradient
    • B. avoidance of cutting hard rocks
    • C. minimum number of bridges
    • D. minimum possible length of alignment
    • E. all the above.
    • Discuss
    • 9. The minimum design speed of various types of highways in plain terrain is the same as the ruling design speed of

    • Options
    • A. rolling terrain
    • B. mountainous terrain
    • C. steep terrain
    • D. none of these.
    • Discuss
    • 10. The width of different roads as recommended in Nagpur plan by the Indian Road Conference for hilly region, is

    • Options
    • A. same for National Highways
    • B. different for National Highways
    • C. same for State Highways
    • D. same for Major District roads.
    • Discuss


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