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Highway Engineering problems


  • 1. The total value of extra widening required at a horizontal curve on a two lane hill road of radius 42 m for a design speed of 50 kmph and for vehicles with wheel base 6 m, is

  • Options
  • A. 0.500 m
  • B. 0.589 m
  • C. 1.089 m
  • D. 0.089 m
  • Discuss
  • 2. The tangent length of a simple circular curve of radius R deflecting through ?°, is

  • Options
  • A. R tan ?
  • B. R tan ?/2
  • C. R sin ?
  • D. R sin ?/2
  • E. R cot ?/2
  • Discuss
  • 3. Formation width of a hill road is the distance between

  • Options
  • A. outer end of side drain to outer end of parapet wall
  • B. outer end of side drain to inner end of parapet wall
  • C. inner end of side drain to outer end of parapet wall
  • D. inner end of side drain to inner end of parapet wall
  • E. none of these.
  • Discuss
  • 4. For a 6.6 m wide two lane pavement, berms are provided on either side having a width of

  • Options
  • A. l.00 m
  • B. 1.25 m
  • C. 1.50 m
  • D. 1.75 m
  • E. 2.00 m
  • Discuss
  • 5. Thickness of broken line markings on multi-lane road for lanes is generally kept

  • Options
  • A. 10 cm
  • B. 12 cm
  • C. 15 cm
  • D. 18 cm
  • E. 20 cm
  • Discuss
  • 6. California Bearing Ratio method of designing flexible pavements is more accurate as it involves

  • Options
  • A. characteristics of soils
  • B. traffic intensities
  • C. character of the road making materials
  • D. none of these.
  • Discuss
  • 7. Design of flexible pavement, involves

  • Options
  • A. wheel loads
  • B. intensity of traffic
  • C. climate of the region
  • D. sub-grade conditions
  • E. all the above.
  • Discuss
  • 8. If the radius of curvature of a hill road is 50 m, the percentage grade compensation should be

  • Options
  • A. 60/R
  • B. 70/R
  • C. 75/R
  • D. 80/R
  • E. 100/R
  • Discuss
  • 9. The difference in gradients after full super-elevation and the initial alignment of a road, is known as

  • Options
  • A. ruling gradient
  • B. rising gradient
  • C. compensated gradient
  • D. differential gradient
  • E. none of these.
  • Discuss
  • 10. If L metres is the distance between extreme axles of a vehicle, its gross load should not exceed

  • Options
  • A. 1525 (L + 4.3) - 14.7 L2
  • B. 1526 (L + 5.3) - 14.7 L2
  • C. 1525 (L + 6.3) - 14.7 L2
  • D. 1525 (L + 7.3) - 14.7 L2
  • E. 1526 (L + 8.3) - 14.7 L2
  • Discuss

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