Transportation Engineering (General Engineering) (SSC JE)

Total Questions: 47

11. As per IRC recommendations, the width of carriageway per lane in a multilane pavement is _____. [NHPC JE (Civil) 04.04.2022 (Shift-I) ]

Correct Answer: (b) 3.5 m
Solution:

As per IRC recommendations, the width of carriageway–

12. Which of the following is the correct reason for providing camber to the road surface? [NHPC JE (ME) 06.04.2022 (Shift-I)]

Correct Answer: (a) To drain off rain water the road surface
Solution:

Camber or Cross slope–Camber on cross slopes or transverse slopes are provided in the road surface across the road length to facilitate quick flow of rain water from the road paving and parties into the side drains.

13. The Indian Road Congress (IRC) recommends what value of camber for gravel or water bound macadam road surface subject to heavy rains? [NHPC JE (ME) 06.04.2022 (Shift-II) ]

Correct Answer: (b) 3%
Solution:

Camber as per IRC–

14. As per IRC, the width of formation for major district road having two lanes on plain and rolling terrain is : [NHPC JE (EE) 05.04.2022 (Shift-I) ]

Correct Answer: (b) 9 m
Solution:

As per IRC–

15. The portion of the road surface which is used by the vehicular traffic is known as [IREL Diploma Trainee-11.09.2022 ]

Correct Answer: (c) Carriageway
Solution:

Carriageway–The portion of the road surface which is used by the vehicular traffic is known as carriageway or roadway.
Insert image–cross section or road "Highway - Geometric design".

16. The permissible value of angular speed, so that the wheels do not get lifted from the rails is given by -- [RSMSSB JE (E & M) Degree- 20.05.2022]

Correct Answer: (a)
Solution:


17. The expression for optimum signal cycle time as per Webster's method is [BPSC AE (Civil) 25.03.2022 ]

Correct Answer: (c) C₀ = (1.5L + 5)/(1 – Y)
Solution:

Webster's method of traffic signal design is an analytical approach of determining the optimum signal cycle time C.
The optimum signal cycle time–

18. The desirable length of overtaking zone is [BPSC AE (Civil) 25.03.2022 ]

Correct Answer: (d) 5 × (OSD)
Solution:

The minimum distance available for the driver to safely overtake the slow vehicle in front of him by considering the traffic in the opposite direction is called as the overtaking sight distance.
• This distance make us see whether the road is clear to undergo an overtaking movement.

19. The maximum value of grade compensation for R = 75 m is [BPSC AE (Civil) 25.03.2022 ]

Correct Answer: (b) 1%
Solution:

20. The ideal shape of transition curve is [BPSC AE (Civil) 25.03.2022 ]

Correct Answer: (d) Spiral
Solution:

The IRC the use of the spiral as transition curve in the horizontal alignment of highway due to the following reasons.
(1) The spiral curve statistics the requirements of an ideal transition.
(2) The geometric property of spiral is such that the calculations and setting out the curve in the field is simple and easy.