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Highway Engineering

Highway Engineering
The rail is designated by its

cross-section
weight
weight per unit length
length

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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

64m
60m
zero
80m

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

25%
20%
75%
15%

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Highway Engineering
Nagpur road plan formula were prepared by assuming

radial or star and block road pattern
radial or star and circular road pattern
rectangular or block road pattern
radial or star and grid road pattern

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Highway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is

2500 vehicles per day
2000 vehicles per hour
2500 vehicles per hour
1000 vehicles per hour

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Highway Engineering
The critical combination of stresses for corner region in cement concrete roads is

Load stress + frictional stress
Load stress + warping stress frictional stress
Load stress + warping stress
Load stress + warping stress + frictional stress

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