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 three times the overtaking sight distance overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The camber of road should be approximately equal to half the longitudinal gradient longitudinal gradient three times the longitudinal gradient two times the longitudinal gradient half the longitudinal gradient longitudinal gradient three times the longitudinal gradient two times the longitudinal gradient ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Equivalent factor of passenger car unit (PCU) for a passenger car as per IRC is 1.0 2.0 10 0.5 1.0 2.0 10 0.5 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Reaction time of a driver increases with increase in speed decreases with increase in speed is same for all speeds None of these increases with increase in speed decreases with increase in speed is same for all speeds None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as lane lines stop lines crosswalk lines turn markings lane lines stop lines crosswalk lines turn markings ANSWER DOWNLOAD EXAMIANS APP
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