Highway Engineering Coefficient of friction is less when the pavement surface is smooth and wet rough smooth and dry dry smooth and wet rough smooth and dry dry ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 180m 60m 30m 120m 180m 60m 30m 120m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in slipping revolving turning skidding slipping revolving turning skidding ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method Benkelman beam method Westergaard method group index method CBR method Benkelman beam method Westergaard method group index method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method A theoretical method An empirical method based on physical properties of sub-grade soil An empirical method based on strength characteristics of sub-grade soil A semi empirical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In case of summit curves, the deviation angle will be maximum when an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient an ascending gradient meets with a level surface an ascending gradient meets with a descending gradient an ascending gradient meets with another ascending gradient a descending gradient meets with another descending gradient ANSWER DOWNLOAD EXAMIANS APP
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