Highway Engineering Highway facilities are designed for annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume 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 allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) higher of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For water bound macadam roads in localities of heavy rainfall, the recommended value of camber is 1 in 60 1 in 48 1 in 30 1 in 36 1 in 60 1 in 48 1 in 30 1 in 36 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) -0.168 cm 0.168 cm 7.432 cm 7.768 cm -0.168 cm 0.168 cm 7.432 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The shoulder provided along the road edge should be of same colour as that of the pavement of very low load bearing capacity smoother than the traffic lanes rougher than the traffic lanes of same colour as that of the pavement of very low load bearing capacity smoother than the traffic lanes rougher than the traffic lanes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following shapes is preferred in a valley curve ? spiral lemniscate simple parabola cubic parabola spiral lemniscate simple parabola cubic parabola ANSWER DOWNLOAD EXAMIANS APP
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