Highway Engineering The thickness of bituminous carpet varies from 100 to 120 mm 20 to 25 mm 75 to 100 mm 50 to 75 mm 100 to 120 mm 20 to 25 mm 75 to 100 mm 50 to 75 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance 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 1000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 2500 vehicles per day 1000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 2500 vehicles per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon All of these total reaction time of driver speed of vehicle efficiency of brakes All of these total reaction time of driver speed of vehicle efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is exceptional gradient ruling gradient minimum gradient limiting gradient exceptional gradient ruling gradient minimum gradient limiting gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The direct interchange ramp involves diverging to the left side and merging from left diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right diverging to the left side and merging from left diverging to the right side and merging from left diverging to the right side and merging from right diverging to the left side and merging from right ANSWER DOWNLOAD EXAMIANS APP
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