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Highway Engineering

Highway Engineering
One degree of curve is equivalent to (where R is the radius of curve in meters.)

1600/R
1850/R
1750/R
1700/R

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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
180m
30m
120m

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Highway Engineering
The rail is designated by its

weight
length
cross-section
weight per unit length

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Highway Engineering
Scientific planning of transportation system and mass transit facilities in cities should be based on

origin and destination data
traffic volume data
spot speed data
accident data

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Highway Engineering
Maximum number of vehicles can be parked with

90° angle parking
45° angle parking
30° angle parking
parallel parking

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Highway Engineering
The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as

pie charts
collision diagram
spot maps
condition diagram

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