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Highway Engineering

Highway Engineering
The rail is designated by its

weight per unit length
weight
length
cross-section

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

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Highway Engineering
The value of ruling gradient in plains as per IRC recommendation is

1 in 30
1 in 20
1 in 12
1 m 15

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

25%
15%
20%
75%

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

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

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Highway Engineering
When two equally important roads cross roughly at right angles, the suitable shape of central island is

turbine
circular
tangent
elliptical

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