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Highway Engineering

Highway Engineering
Which of the following shapes is preferred in a valley curve ?

cubic parabola
lemniscate
spiral
simple parabola

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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
turn markings
crosswalk lines
lane lines

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Highway Engineering
In case of hill roads, the extra widening is generally provided

fully on the outer side of the curve
one-fourth on inner side and three-fourth on outer side of the curve
fully on the inner side of the curve
equally on inner and outer sides of the curve

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Highway Engineering
The shoulder provided along the road edge should be

of same colour as that of the pavement
smoother than the traffic lanes
rougher than the traffic lanes
of very low load bearing capacity

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Highway Engineering
The most economical lighting layout which is suitable for narrow roads is

Central lighting system
Single side lighting
Staggered system
None of these

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Highway Engineering
If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is

2500 vehicles per hour
3000 vehicles per hour
2000 vehicles per hour
1500 vehicles per hour

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