Highway Engineering For design, that length of transition curve should be taken which is 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) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at expansion joints warping joints longitudinal joints contraction joints expansion joints warping joints longitudinal joints contraction joints ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour 2000 vehicles per hour 1500 vehicles per hour 2500 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Select the correct statement. All of these More the value of group index, less thickness of pavement will be required More the value of CBR, greater thickness of pavement will be required Minimum and maximum values of group index can be 0 and 20 respectively All of these More the value of group index, less thickness of pavement will be required More the value of CBR, greater thickness of pavement will be required Minimum and maximum values of group index can be 0 and 20 respectively ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The critical combination of stresses for corner region in cement concrete roads is Load stress + warping stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + frictional stress Load stress + warping stress + frictional stress Load stress + warping stress frictional stress Load stress + warping stress Load stress + frictional stress ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is silts granular soil clays organic soil silts granular soil clays organic soil ANSWER DOWNLOAD EXAMIANS APP
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