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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

60m
30m
180m
120m

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Highway Engineering
Bitumen of grade 80/100 means

its penetration value is 8 mm
its penetration value is 10 mm
its penetration value is 8 to 10 mm
its penetration value is 8 to 10 cm

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Highway Engineering
If the group index value of subgrade is between 5 and 9, then the subgrade is treated as

good
poor
fair
very poor

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Highway Engineering
The maximum number of vehicles beyond which the rotary may not function efficiently is

5000 vehicles per day
500 vehicles per hour
5000 vehicles per hour
500 vehicles per day

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Highway Engineering
For highway geometric design purposes the speed used is

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

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Highway Engineering
Reaction time of a driver

increases with increase in speed
None of these
is same for all speeds
decreases with increase in speed

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