Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 in 20 1 in 30 1 m 15 1 in 12 1 in 20 1 in 30 1 m 15 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. All of these More the value of CBR, greater thickness of pavement will be required Minimum and maximum values of group index can be 0 and 20 respectively More the value of group index, less thickness of pavement will be required All of these More the value of CBR, greater thickness of pavement will be required Minimum and maximum values of group index can be 0 and 20 respectively More the value of group index, less thickness of pavement will be required ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the speed of traffic flow becomes zero,then traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both become zero traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density becomes zero whereas traffic volume attains maximum value ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through a set of layers to the subgrade through structural action None of these directly to subgrade through a set of layers to the subgrade through structural action None of these directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is clays silts granular soil organic soil clays silts granular soil organic soil ANSWER DOWNLOAD EXAMIANS APP
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