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Highway Engineering

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

possible capacity
practical capacity
basic capacity
theoretical capacity

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Highway Engineering
For highway geometric design purposes the speed used is

50 “”percentile
98 “”percentile
85th percentile
15th percentile

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Highway Engineering
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as

stop lines
turn markings
lane lines
crosswalk lines

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Highway Engineering
The attainment of super elevation by rotation of pavement about the inner edge of the pavement

does not change the vertical alignment of road
is preferable in steep terrain
avoids the drainage problem in flat terrain
results in balancing the earthwork

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Highway Engineering
Which of the following tests measures the toughness of road aggregates ?

abrasion test
impact test
crushing strength test
shape test

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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

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

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