Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 30 1 m 15 1 in 20 1 in 12 1 in 30 1 m 15 1 in 20 1 in 12 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction on super elevated curves, the rolling shall proceed from sides towards the centre centre towards the sides upper edge towards the lower edge lower edge towards the upper edge sides towards the centre centre towards the sides upper edge towards the lower edge lower edge towards the upper edge ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load directly to subgrade through a set of layers to the subgrade None of these through structural action directly to subgrade through a set of layers to the subgrade None of these through structural action ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is group index method Benkelman beam method Westergaard method CBR method group index method Benkelman beam method Westergaard method CBR method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 500 tonnes per day 2000 tonnes per day 1500 tonnes per day 1000 tonnes per day 500 tonnes per day 2000 tonnes per day 1500 tonnes per day 1000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver All of these efficiency of brakes speed of vehicle total reaction time of driver All of these efficiency of brakes speed of vehicle ANSWER DOWNLOAD EXAMIANS APP
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