Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 60m 180m 120m 30m 60m 180m 120m 30m 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 turn markings stop lines crosswalk lines lane lines turn markings stop lines crosswalk lines ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm) -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm 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 three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance three times the overtaking sight distance overtaking sight distance five times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a right angled road intersection with two way traffic, the total number of conflict points is 24 6 18 11 24 6 18 11 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When two equally important roads cross roughly at right angles, the suitable shape of central island is tangent turbine elliptical circular tangent turbine elliptical circular ANSWER DOWNLOAD EXAMIANS APP
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