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Highway Engineering

Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

60m
zero
64m
80m

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

crosswalk lines
lane lines
turn markings
stop lines

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Highway Engineering
The transition curve used in the horizontal alignment of highways as per IRC recommendations is

cubic parabola
Any of these
spiral
lemniscate

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Highway Engineering
When a number of roads are meeting at a point and only one of the roads is important, then the suitable shape of rotary is

elliptical
turbine
circular
tangent

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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

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

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 12
1 in 20
1 m 15
1 in 30

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