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Highway Engineering

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

180m
30m
60m
120m

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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

stop lines
crosswalk lines
turn markings
lane lines

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Highway Engineering
For design, that length of transition curve should be taken which is

higher of (A) and (B)
smaller of (A) and (B)
based on rate of change of super elevation
based on allowable rate of change of centrifugal acceleration

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

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

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Highway Engineering
For highway geometric design purposes the speed used is

98 “”percentile
50 “”percentile
15th percentile
85th percentile

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Highway Engineering
When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is

Spray of emulsion
Prime coat
Seal coat
Tack coat

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