Highway Engineering “Dead Slow” is a warning sign informatory sign regulatory sign None of these warning sign informatory sign regulatory sign None of these ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 64m 80m zero 60m 64m 80m zero 60m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Highway facilities are designed for annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume annual average hourly volume peak hourly volume of the year annual average daily traffic thirtieth highest hourly volume 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 7.768 cm 7.432 cm 0.168 cm -0.168 cm 7.768 cm 7.432 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance overtaking sight distance three times the overtaking sight distance five times the overtaking sight distance two times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For highway geometric design purposes the speed used is 85th percentile 98 “”percentile 15th percentile 50 “”percentile 85th percentile 98 “”percentile 15th percentile 50 “”percentile ANSWER DOWNLOAD EXAMIANS APP
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