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Highway Engineering

Highway Engineering
Compared to a level surface, on a descending gradient the stopping sight distance is

less
dependent on the speed
same
more

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Highway Engineering
The stopping sight distance depends upon

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

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Highway Engineering
With increase in speed of the traffic stream, the minimum spacing of vehicles

increases
first decreases and then increases after reaching a minimum value at optimum speed
decreases
first increases and then decreases after reaching a maximum value at optimum speed

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Highway Engineering
When semaphore and warner are installed on the same post, then the stop indication is given when

semaphore arm lowered but warner arm horizontal
None of these
both arms are horizontal
both semaphore and warner arms lowered

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Highway Engineering
Tie bars in cement concrete pavements are at

longitudinal joints
warping joints
expansion joints
contraction joints

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Highway Engineering
For highway geometric design purposes the speed used is

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

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