Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance two times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In hill roads the side drains arc provided only on the hill side of road None of these only on the opposite side of hill on both sides of road only on the hill side of road None of these only on the opposite side of hill on both sides of road 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 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
Highway Engineering The camber for hill roads in case of bituminous surfacing is adopted as 0.04 0.02 0.03 0.025 0.04 0.02 0.03 0.025 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as subgrade base course sub-base course wearing course subgrade base course sub-base course wearing course ANSWER DOWNLOAD EXAMIANS APP
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