Highway Engineering For design, that length of transition curve should be taken which is based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration smaller of (A) and (B) higher of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Length of a vehicle affects extra width of pavement and minimum turning radius width of traffic lanes width of shoulders and parking facilities clearance to be provided under structures such as overbridges, under-bridges etc. extra width of pavement and minimum turning radius width of traffic lanes width of shoulders and parking facilities clearance to be provided under structures such as overbridges, under-bridges etc. ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph is 2000 vehicles per hour 2500 vehicles per day 1000 vehicles per hour 2500 vehicles per hour 2000 vehicles per hour 2500 vehicles per day 1000 vehicles per hour 2500 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? theoretical capacity basic capacity practical capacity possible capacity theoretical capacity basic capacity practical capacity possible capacity ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Rigidity factor for a tyre pressure greater than 7 kg/cm² is greater than 1 zero less than 1 equal to 1 greater than 1 zero less than 1 equal to 1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum design gradient for vertical profile of a road is limiting gradient ruling gradient minimum gradient exceptional gradient limiting gradient ruling gradient minimum gradient exceptional gradient ANSWER DOWNLOAD EXAMIANS APP
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