Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 30 kmph 20 kmph 40 kmph 50 kmph 30 kmph 20 kmph 40 kmph 50 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents hardest grade of bitumen ? 100/120 80/100 30/40 60/70 100/120 80/100 30/40 60/70 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The entrance and exit curves of a rotary have equal radii but pavement width is more at entrance than at exit curve equal pavement widths but radius is more at entrance curve than at exit curve equal radii and equal widths of pavement different radii and different widths of pavement equal radii but pavement width is more at entrance than at exit curve equal pavement widths but radius is more at entrance curve than at exit curve equal radii and equal widths of pavement different radii and different widths of pavement ANSWER DOWNLOAD EXAMIANS APP
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 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the width of car parking space and width of street are limited, generally preferred parking system is 65° angle parking 45° angle parking Parallel parking 90° angle parking 65° angle parking 45° angle parking Parallel parking 90° angle parking ANSWER DOWNLOAD EXAMIANS APP
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