Highway Engineering Flexible pavement distribute the wheel load through structural action through a set of layers to the subgrade directly to subgrade None of these through structural action through a set of layers to the subgrade directly to subgrade None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method group index method Benkelman beam method CBR method Westergaard method group index method Benkelman beam method CBR method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The thickness of bituminous carpet varies from 75 to 100 mm 20 to 25 mm 50 to 75 mm 100 to 120 mm 75 to 100 mm 20 to 25 mm 50 to 75 mm 100 to 120 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these viscosity in decreasing order from RC-2 to SC-2 same viscosity viscosity in increasing order from RC-2 to SC-2 None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the width of car parking space and width of street are limited, generally preferred parking system is Parallel parking 90° angle parking 65° angle parking 45° angle parking Parallel parking 90° angle parking 65° angle parking 45° angle parking ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both attain maximum value traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero ANSWER DOWNLOAD EXAMIANS APP
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