Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 30 1 in 48 1 in 60 1 in 36 1 in 30 1 in 48 1 in 60 1 in 36 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance 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 7.768 cm 0.168 cm -0.168 cm 7.432 cm 7.768 cm 0.168 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is less than the cross slope of pavement zero greater than the cross slope of pavement equal to the cross slope of pavement less than the cross slope of pavement zero greater than the cross slope of pavement equal to the cross slope of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at expansion joints contraction joints longitudinal joints warping joints expansion joints contraction joints longitudinal joints warping joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is more than that in tar equal to that in tar None of these less than that in tar more than that in tar equal to that in tar None of these less than that in tar ANSWER DOWNLOAD EXAMIANS APP
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