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Highway Engineering

Highway Engineering
Tie bars in cement concrete pavements are at

contraction joints
expansion joints
longitudinal joints
warping joints

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Highway Engineering
Group index method of design of flexible pavement is

An empirical method based on strength characteristics of sub-grade soil
An empirical method based on physical properties of sub-grade soil
A theoretical method
A semi empirical method

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Highway Engineering
Maximum number of vehicles can be parked with

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

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Highway Engineering
Enoscope is used to find

time-mean speed
average speed
spot speed
space-mean speed

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

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

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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

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

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