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Highway Engineering

Highway Engineering
Which of the following is known as design capacity ?

possible capacity
theoretical capacity
basic capacity
practical capacity

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Highway Engineering
Tie bars in cement concrete pavements are at

longitudinal joints
contraction joints
warping joints
expansion joints

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Highway Engineering
Desire lines are plotted in

accident studies
origin and destination studies
traffic volume studies
speed studies

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Highway Engineering
For design, that length of transition curve should be taken which is

based on rate of change of super elevation
smaller of (A) and (B)
higher of (A) and (B)
based on allowable rate of change of centrifugal acceleration

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Highway Engineering
As per IRC recommendations, the average level of illumination on important roads carrying fast traffic is

15 lux
10 lux
30 lux
20 lux

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Highway Engineering
Creep is the

Longitudinal movement of rail
Vertical movement of rail
Lateral movement of rail
Difference in level of two rails

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