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 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 3.8 NV”2 0.38 (NV3)”2 0.38 N V3/2 3.8 (NV3)”2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method CBR method Benkelman beam method group index method Westergaard method CBR method Benkelman beam method group index method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon efficiency of brakes total reaction time of driver speed of vehicle All of these efficiency of brakes total reaction time of driver speed of vehicle All of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Coefficient of friction is less when the pavement surface is smooth and dry rough dry smooth and wet smooth and dry rough dry smooth and wet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always more than overtaking sight distance None of these less than overtaking sight distance equal to overtaking sight distance more than overtaking sight distance None of these less than overtaking sight distance equal to overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Scientific planning of transportation system and mass transit facilities in cities should be based on spot speed data accident data origin and destination data traffic volume data spot speed data accident data origin and destination data traffic volume data ANSWER DOWNLOAD EXAMIANS APP
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