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SSC_JE_CE_Transportation Engineering Booster Quiz-5

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Question 1

Calculate the lane capacity with signals where the cycle time is 90 seconds, effective green time is 40 seconds, saturation flow on the same phase is 400 veh/km?

Question 2

The defects like pot holes, corrugation, rutting can be rectified by?

Question 3

The stopping sight distance depends upon

Question 4

California Bearing Ratio method of designing flexible pavement is more accurate, as it involves

Question 5

The magnitude of tyre pressure controls the following:

Question 6

The shift of the transition curve of radius 300 m and length 48 m is _______.

Question 7

If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maximum capacity (vehicles per hour) of a traffic lane at a speed of 10 m/sec is (f=0.35)

Question 8

Which type of pavement overlay needs to be designed by Benkelman beam deflection method?

Question 9

Weaving length is the distance:

Question 10

Radius of relative stiffness is proportional to
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Sep 6AE & JE Exams