Highway Engineering One degree of curve is equivalent to (where R is the radius of curve in meters.) 1700/R 1850/R 1600/R 1750/R 1700/R 1850/R 1600/R 1750/R ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the compensated grade should be 3 % 5 % 6% 4% 3 % 5 % 6% 4% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a smooth wheeled roller sheep foot roller pneumatic tyred roller vibrator smooth wheeled roller sheep foot roller pneumatic tyred roller vibrator ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bitumen of grade 80/100 means its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 10 mm its penetration value is 8 to 10 mm 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 Highway facilities are designed for peak hourly volume of the year annual average hourly volume annual average daily traffic thirtieth highest hourly volume peak hourly volume of the year annual average hourly volume annual average daily traffic thirtieth highest hourly volume ANSWER DOWNLOAD EXAMIANS APP
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