Highway Engineering When the speed of traffic flow becomes zero,then traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero traffic density becomes zero whereas traffic volume attains maximum value traffic density and traffic volume both attain maximum value traffic density attains maximum value whereas traffic volume becomes zero traffic density and traffic volume both become zero traffic density becomes zero whereas traffic volume attains maximum value ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When semaphore and warner are installed on the same post, then the stop indication is given when semaphore arm lowered but warner arm horizontal both semaphore and warner arms lowered None of these both arms are horizontal semaphore arm lowered but warner arm horizontal both semaphore and warner arms lowered None of these both arms are horizontal ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Maximum daily traffic capacity of bituminous pavements is 500 tonnes per day 1500 tonnes per day 2000 tonnes per day 1000 tonnes per day 500 tonnes per day 1500 tonnes per day 2000 tonnes per day 1000 tonnes per day ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The sequence of four stages of survey in a highway alignment is map study, reconnaissance, preliminary survey and detailed survey preliminary survey, map study, reconnaissance and detailed survey map study, preliminary survey, reconnaissance and detailed survey reconnaissance, map study, preliminary survey and detailed survey map study, reconnaissance, preliminary survey and detailed survey preliminary survey, map study, reconnaissance and detailed survey map study, preliminary survey, reconnaissance and detailed survey reconnaissance, map study, preliminary survey and detailed survey ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For the construction of water bound macadam roads, the correct sequence of operations after spreading coarse aggregates is dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening dry rolling, application of screening, wet rolling and application of filler dry rolling, application of screening, application of filler and wet rolling dry rolling, wet rolling, application of screening and application of filler dry rolling, application of filler, wet rolling and application of screening 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 five times the overtaking sight distance overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance overtaking sight distance three times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
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