Highway Engineering The stopping sight distance depends upon speed of vehicle All of these efficiency of brakes total reaction time of driver speed of vehicle All of these efficiency of brakes total reaction time of driver 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 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 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Difference in level of two rails Vertical movement of rail Longitudinal movement of rail Lateral movement of rail Difference in level of two rails Vertical movement of rail Longitudinal movement of rail Lateral movement of rail ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum limit of water absorption for aggregate suitable for road construction is 0.4 % 0.8 % 0.6 % 1.0 % 0.4 % 0.8 % 0.6 % 1.0 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the bituminous surfacing is done on already existing black top road or over existing cement concrete road, the type of treatment given is Prime coat Seal coat Tack coat Spray of emulsion Prime coat Seal coat Tack coat Spray of emulsion ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in speed and with decrease in radius of curve increase in both speed and radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
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