Highway Engineering For design, that length of transition curve should be taken which is 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) based on rate of change of super elevation higher of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A theoretical method A semi empirical method An empirical method based on strength characteristics of sub-grade soil An empirical method based on physical properties of sub-grade soil A theoretical method A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method group index method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet dry smooth and dry rough smooth and wet dry smooth and dry rough ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering A traffic rotary is justified where when traffic volume is more than 5000 vehicles per hour number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour space is limited and costly when traffic volume is more than 5000 vehicles per hour number of intersecting roads is between 4 and 7 when traffic volume is less than 500 vehicles per hour space is limited and costly ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is lime cement None of these bitumen lime cement None of these bitumen ANSWER DOWNLOAD EXAMIANS APP
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