Highway Engineering For design, that length of transition curve should be taken which is 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 higher of (A) and (B) based on rate of change of super elevation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver efficiency of brakes All of these speed of vehicle total reaction time of driver efficiency of brakes All of these speed of vehicle ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the design of super elevation for mixed traffic conditions, the speed is reduced by 15% 25% 20% 75% 15% 25% 20% 75% 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 condition diagram pie chart collision diagram spot maps condition diagram pie chart collision diagram spot maps ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 same viscosity None of these viscosity in decreasing order from RC-2 to SC-2 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering As per IRC recommendations, the maximum limit of super elevation for mixed traffic in plain terrain is 1 in 15 1 in 12.5 1 in 10 equal to camber 1 in 15 1 in 12.5 1 in 10 equal to camber ANSWER DOWNLOAD EXAMIANS APP
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