Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more same dependent on the speed less more same dependent on the speed less ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as wearing course sub-base course base course subgrade wearing course sub-base course base course subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is 100000 1000 10000 1000000 100000 1000 10000 1000000 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through a set of layers to the subgrade None of these directly to subgrade through structural action through a set of layers to the subgrade None of these directly to subgrade through structural action ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 50cm 30 cm 10 cm 20 cm 50cm 30 cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method CBR method Benkelman beam method group index method Westergaard method CBR method Benkelman beam method group index method ANSWER DOWNLOAD EXAMIANS APP