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Highway Engineering

Highway Engineering
On a right angled road intersection with two way traffic, the total number of conflict points is

6
18
24
11

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Highway Engineering
The camber of road should be approximately equal to

longitudinal gradient
two times the longitudinal gradient
half the longitudinal gradient
three times the longitudinal gradient

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2000 vehicles per hour
1000 vehicles per hour
2500 vehicles per hour
2500 vehicles per day

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Highway Engineering
The stopping sight distance depends upon

speed of vehicle
total reaction time of driver
All of these
efficiency of brakes

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Highway Engineering
The minimum design speed for hairpin bends in hill roads is taken as

20 kmph
30 kmph
50 kmph
40 kmph

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Highway Engineering
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is

80 kmph
120 kmph
100 kmph
60 kmph

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