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Highway Engineering

Highway Engineering
If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be

80m
64m
zero
60m

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Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

20%
15%
25%
75%

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Highway Engineering
If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression

3.8 (NV3)”2
0.38 N V3/2
3.8 NV”2
0.38 (NV3)”2

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Highway Engineering
On a single lane road with two way traffic, the minimum stopping sight distance is equal to

stopping distance
three times the stopping distance
two times the stopping distance
half the stopping distance

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Highway Engineering
The rail is designated by its

weight
cross-section
weight per unit length
length

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Highway Engineering
Maximum number of vehicles can be parked with

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

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