Highway Engineering The direct interchange ramp involves diverging to the left side and merging from right diverging to the left side and merging from left diverging to the right side and merging from right diverging to the right side and merging from left diverging to the left side and merging from right diverging to the left side and merging from left diverging to the right side and merging from right diverging to the right side and merging from left ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The ruling design speed on a National Highway in plain terrain as per IRC recommendations is 120 kmph 100 kmph 80 kmph 60 kmph 120 kmph 100 kmph 80 kmph 60 kmph ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1600/R 1750/R 1700/R 1850/R 1600/R 1750/R 1700/R 1850/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Nagpur road plan formula were prepared by assuming radial or star and block road pattern radial or star and grid road pattern rectangular or block road pattern radial or star and circular road pattern radial or star and block road pattern radial or star and grid road pattern rectangular or block road pattern radial or star and circular road pattern ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Enoscope is used to find spot speed time-mean speed average speed space-mean speed spot speed time-mean speed average speed space-mean speed ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour ANSWER DOWNLOAD EXAMIANS APP
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