Highway Engineering
Highway facilities are designed for

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

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Highway Engineering
For a constant value of coefficient of lateral friction, the value of required super-elevation increases with

decrease in both speed and radius of curve
increase in both speed and radius of curve
increase in speed and with decrease in radius of curve
decrease in speed and with increase in radius of curve

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