Highway Engineering Creep is the Longitudinal movement of rail Vertical movement of rail Difference in level of two rails Lateral movement of rail Longitudinal movement of rail Vertical movement of rail Difference in level of two rails Lateral movement of rail ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is 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 higher of (A) and (B) smaller of (A) and (B) based on allowable rate of change of centrifugal acceleration ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.45 0.2 0.3 0.1 0.45 0.2 0.3 0.1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is greater than the cross slope of pavement less than the cross slope of pavement equal to the cross slope of pavement zero greater than the cross slope of pavement less than the cross slope of pavement equal to the cross slope of pavement zero ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The suitable surfacing material for a bridge deck slab is sheet asphalt rolled asphalt mastic asphalt bituminous carpet sheet asphalt rolled asphalt mastic asphalt bituminous carpet ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The diagram which shows all important physical conditions of an accident location like roadway limits, bridges, trees and all details of roadway conditions is known as pie chart condition diagram collision diagram spot maps pie chart condition diagram collision diagram spot maps ANSWER DOWNLOAD EXAMIANS APP
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