Highway Engineering For design, that length of transition curve should be taken which is based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration higher of (A) and (B) based on rate of change of super elevation smaller of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following shapes is preferred in a valley curve ? lemniscate simple parabola spiral cubic parabola lemniscate simple parabola spiral cubic parabola ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is less than the cross slope of pavement equal to the cross slope of pavement greater than the cross slope of pavement zero less than the cross slope of pavement equal to the cross slope of pavement greater than the cross slope of pavement zero 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 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 0.38 N V3/2 0.38 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is minimum gradient limiting gradient exceptional gradient ruling gradient minimum gradient limiting gradient exceptional gradient ruling gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed increases decreases first increases and then decreases after reaching a maximum value at optimum speed first decreases and then increases after reaching a minimum value at optimum speed ANSWER DOWNLOAD EXAMIANS APP
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