Highway Engineering The stopping sight distance depends upon All of these total reaction time of driver speed of vehicle efficiency of brakes All of these total reaction time of driver speed of vehicle efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Creep is the Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails Longitudinal movement of rail Vertical movement of rail Lateral movement of rail Difference in level of two rails ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Stopping sight distance is always equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance equal to overtaking sight distance None of these more than overtaking sight distance less than overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The value of ruling gradient in plains as per IRC recommendation is 1 in 12 1 in 30 1 in 20 1 m 15 1 in 12 1 in 30 1 in 20 1 m 15 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to longitudinal gradient two times the longitudinal gradient half the longitudinal gradient three times the longitudinal gradient longitudinal gradient two times the longitudinal gradient half the longitudinal gradient three times the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Group index method of design of flexible pavement is A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil A theoretical method An empirical method based on strength characteristics of sub-grade soil A semi empirical method An empirical method based on physical properties of sub-grade soil ANSWER DOWNLOAD EXAMIANS APP
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