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Highway Engineering

Highway Engineering
Coefficient of friction is less when the pavement surface is

smooth and dry
smooth and wet
rough
dry

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Highway Engineering
When the width of car parking space and width of street are limited, generally preferred parking system is

65° angle parking
90° angle parking
45° angle parking
Parallel parking

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

3000 vehicles per hour
2500 vehicles per hour
1500 vehicles per hour
2000 vehicles per hour

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Highway Engineering
As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is

1 in 15
equal to camber
1 in 12.5
1 in 10

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Highway Engineering
If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is

180m
60m
120m
30m

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

Any of these
lemniscate
spiral
cubic parabola

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