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Highway Engineering

Highway Engineering
The thickness of bituminous carpet varies from

75 to 100 mm
50 to 75 mm
100 to 120 mm
20 to 25 mm

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Highway Engineering
Desire lines are plotted in

speed studies
accident studies
traffic volume studies
origin and destination studies

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

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

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Highway Engineering
The stopping sight distance depends upon

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

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Highway Engineering
The method of design of flexible pavement as recommended by IRC is

Westergaard method
Benkelman beam method
group index method
CBR method

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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

60m
120m
180m
30m

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