Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 0.5 10 2.0 1.0 0.5 10 2.0 1.0 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Flexible pavement distribute the wheel load through structural action None of these through a set of layers to the subgrade directly to subgrade through structural action None of these through a set of layers to the subgrade directly to subgrade ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry rough smooth and wet dry smooth and dry rough smooth and wet dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon efficiency of brakes All of these total reaction time of driver speed of vehicle efficiency of brakes All of these total reaction time of driver speed of vehicle ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The effect of grade on safe overtaking sight distance is to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades to increase it on both descending and ascending grades to decrease it on both descending and ascending grades to increase it on descending grades and to decrease it on ascending grades to decrease it on descending grades and to increase it on ascending grades ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
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