Highway Engineering The fundamental factor in the selection of pavement type is availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic availability of funds for the construction project climatic condition subgrade soil and drainage conditions type and intensity of traffic ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method Benkelman beam method group index method CBR method Westergaard method Benkelman beam method group index method CBR method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The attainment of super elevation by rotation of pavement about the inner edge of the pavement avoids the drainage problem in flat terrain results in balancing the earthwork is preferable in steep terrain does not change the vertical alignment of road avoids the drainage problem in flat terrain results in balancing the earthwork is preferable in steep terrain does not change the vertical alignment of road ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The binder normally used in flexible pavement construction is lime bitumen cement None of these lime bitumen cement None of these ANSWER DOWNLOAD EXAMIANS APP
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