Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 m 15 1 in 20 1 in 30 1 in 12 1 m 15 1 in 20 1 in 30 1 in 12 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering To calculate the minimum value of ruling radius of horizontal curves in plains, the design speed is given by 8 kmph 20 kmph 16kmph 12kmph 8 kmph 20 kmph 16kmph 12kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the design speed is V kmph and deviation angle is N radians, then the total length of a valley curve in meters is given by the expression 0.38 N V3/2 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 0.38 N V3/2 0.38 (NV3)”2 3.8 NV”2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as stop lines crosswalk lines turn markings lane lines stop lines crosswalk lines turn markings lane lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be more than the pressure on inner wheels zero less than the pressure on inner wheels equal to the pressure on inner wheels more than the pressure on inner wheels zero less than the pressure on inner wheels equal to the pressure on inner wheels ANSWER DOWNLOAD EXAMIANS APP
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