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Highway Engineering

Highway Engineering
Maximum number of vehicles can be parked with

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

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Highway Engineering
Highway facilities are designed for

annual average daily traffic
peak hourly volume of the year
thirtieth highest hourly volume
annual average hourly volume

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Highway Engineering
The camber of road should be approximately equal to

half the longitudinal gradient
two times the longitudinal gradient
longitudinal gradient
three times the longitudinal gradient

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Highway Engineering
The maximum number of vehicles beyond which the rotary may not function efficiently is

5000 vehicles per day
5000 vehicles per hour
500 vehicles per hour
500 vehicles per day

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Highway Engineering
In hill roads the side drains arc provided

only on the opposite side of hill
only on the hill side of road
None of these
on both sides of road

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Highway Engineering
If aggregate impact value is 20 to 30 percent, then it is classified as

unsuitable for road surfacing
strong
satisfactory for road surfacing
exceptionally strong

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