Highway Engineering For design, that length of transition curve should be taken which is higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Softening point of bitumen to be used for read construction at a place where maximum temperature is 40° C should be less-than 40°C None of these equal to 40°C greater than 40°C less-than 40°C None of these equal to 40°C greater than 40°C ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following represents hardest grade of bitumen ? 60/70 80/100 100/120 30/40 60/70 80/100 100/120 30/40 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Normally maximum cant permissible in Meter Gauge is 90 mm 75 mm 140 mm 165 mm 90 mm 75 mm 140 mm 165 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is An empirical method based on physical properties of sub-grade soil A semi empirical method An empirical method based on strength characteristics of sub-grade soil A theoretical method An empirical method based on physical properties of sub-grade soil A semi empirical method An empirical method based on strength characteristics of sub-grade soil A theoretical method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver None of these decreases with increase in speed is same for all speeds increases with increase in speed None of these decreases with increase in speed is same for all speeds increases with increase in speed ANSWER DOWNLOAD EXAMIANS APP
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