Highway Engineering The background colour of the informatory sign board is white green yellow red white green yellow red 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 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 3.8 NV”2 3.8 (NV3)”2 0.38 N V3/2 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 0.38 N V3/2 0.38 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most efficient traffic signal system is simple progressive system simultaneous system flexible progressive system alternate system simple progressive system simultaneous system flexible progressive system alternate system ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient a descending gradient meets with another descending gradient an ascending gradient meets with another ascending gradient an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient a descending gradient meets with another descending gradient an ascending gradient meets with another ascending gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon efficiency of brakes 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 ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS