Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more same less dependent on the speed more same less dependent on the speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 100 mm 10 mm 25 mm 50 mm 100 mm 10 mm 25 mm 50 mm 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 The camber of shoulders in water bound macadam roads is zero equal to the cross slope of pavement less than the cross slope of pavement greater than the cross slope of pavement zero equal to the cross slope of pavement less than the cross slope of pavement greater than the cross slope of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
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