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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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AE & JE ExamsSep 6AE & JE Exams