Highway Engineering If the stopping distance is 60 meters, then the minimum stopping sight distance for two lane, two way traffic is 120m 60m 180m 30m 120m 60m 180m 30m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Which of the following is known as design capacity ? possible capacity basic capacity practical capacity theoretical capacity possible capacity basic capacity practical capacity theoretical capacity 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 -0.168 cm 7.432 cm 7.768 cm 0.168 cm -0.168 cm 7.432 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The transition curve used in the horizontal alignment of highways as per IRC recommendations is lemniscate spiral Any of these cubic parabola lemniscate spiral Any of these cubic parabola ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is more dependent on the speed less same more dependent on the speed less same ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Enoscope is used to find spot speed space-mean speed time-mean speed average speed spot speed space-mean speed time-mean speed average speed ANSWER DOWNLOAD EXAMIANS APP
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