Highway Engineering The minimum design speed for hairpin bends in hill roads is taken as 20 kmph 40 kmph 50 kmph 30 kmph 20 kmph 40 kmph 50 kmph 30 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity None of these viscosity in increasing order from RC-2 to SC-2 viscosity in decreasing order from RC-2 to SC-2 same viscosity None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 10 cm 50cm 20 cm 30 cm 10 cm 50cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
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 2500 vehicles per day 2500 vehicles per hour 1000 vehicles per hour 2000 vehicles per hour 2500 vehicles per day 2500 vehicles per hour 1000 vehicles per hour 2000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a single lane road with two way traffic, the minimum stopping sight distance is equal to two times the stopping distance half the stopping distance stopping distance three times the stopping distance two times the stopping distance half the stopping distance stopping distance three times the stopping distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles first decreases and then increases after reaching a minimum value at optimum speed increases first increases and then decreases after reaching a maximum value at optimum speed decreases first decreases and then increases after reaching a minimum value at optimum speed increases first increases and then decreases after reaching a maximum value at optimum speed decreases ANSWER DOWNLOAD EXAMIANS APP
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