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Highway Engineering Practice Test: Geometric Design
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Geometric Design topics include: Geometric design of highways, highway cross section elements, sight distance, horizontal and vertical alignment designs. Geometric design of highways is a branch of highway engineering that involves placing the physical components of a roadway in compliance with standards and limitations. The main objectives of this design are to improve safety and efficiency, while also minimizing the impact on the environment and cost.    Geometric design can be broken down into three main parts: alignment, profile, and cross-section. These three parts provide a... Show more
Highway Engineering Practice Test: Geometric Design
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25 Questions

1. The reaction time considered in SSD is ___________
2. The design of horizontal and vertical alignments, super elevation, gradient is worst affected by ___________
3. The most preferred type of transition curve by IRC for highway is ___________
4. If the super elevation is 0.07 and width of pavement is 7m then the raise of outer edge with respect to inner edge is ___________
5. The length visible to driver at any instance of time is called ___________
6. The width of drive way should be ___________
7. The design speed on a highway is 60kmph; calculate the super elevation if radius of curve is 150m and coefficient of friction is 0.15.
8. If the deviation angle of the curve is 1/200 and the design speed is 80kmph then calculate the total length of the valley curve for comfort condition.
9. If the super elevation of the highway provided is zero, then the design speed of highway having a curve of 200m and coefficient of friction 0.10 is?
10. The minimum camber required in heavy rainfall area for bituminous roads as per IRC is ___________
11. The normal width recommended in rural areas by IRC for a national highway is ___________
12. The extra width of pavement is provided on ___________
13. The SSD is based on ___________
14. A part of pavement raised with respect to one side keeping the other side constant is called ___________
15. The total shift of a transition curve is ___________
16. The ruling gradient required for plain or rolling terrain is ___________
17. The braking efficiency mainly depends on ___________
18. The minimum width of carriage way in urban roads is ___________
19. If the speed of overtaken vehicle is 80Kmph, then the design speed is ___________
20. The boundary till which building activities are prohibited is called ___________
21. The equation for L
22. The stopping sight distance does not depend on ___________
23. The total off tracking of a vehicle having wheel base length as 6.1m and radius of curve 120m is?
24. The mechanical widening of a curve is 1.5m, the curve is having a radius of 120m and design speed as 80kmph find the total widening on the curve.
25. The desirable width as per IRC for median on rural roads is ___________