Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1700/R 1750/R 1850/R 1600/R 1700/R 1750/R 1850/R 1600/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of shoulders in water bound macadam roads is greater than the cross slope of pavement zero less than the cross slope of pavement equal to the cross slope of pavement greater than the cross slope of pavement zero less than the cross slope of pavement equal to the cross slope of pavement ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The sequence of four stages of survey in a highway alignment is preliminary survey, map study, reconnaissance and detailed survey map study, preliminary survey, reconnaissance and detailed survey map study, reconnaissance, preliminary survey and detailed survey reconnaissance, map study, preliminary survey and detailed survey preliminary survey, map study, reconnaissance and detailed survey map study, preliminary survey, reconnaissance and detailed survey map study, reconnaissance, preliminary survey and detailed survey reconnaissance, map study, preliminary survey and detailed survey ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Los Angeles testing machine is used to conduct Impact test Attrition test Crushing strength test Abrasion test Impact test Attrition test Crushing strength test Abrasion test ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For design, that length of transition curve should be taken which is smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) smaller of (A) and (B) based on rate of change of super elevation based on allowable rate of change of centrifugal acceleration higher of (A) and (B) ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS