Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 1 % 10% 0.1 % no compensation 1 % 10% 0.1 % no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The most suitable equipment for compacting clayey soils is a vibrator smooth wheeled roller sheep foot roller pneumatic tyred roller vibrator smooth wheeled roller sheep foot roller pneumatic tyred roller ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The desirable length of overtaking zone as per IRC recommendation is equal to three times the overtaking sight distance overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance three times the overtaking sight distance overtaking sight distance two times the overtaking sight distance five times the overtaking sight distance ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Percentage of free carbon in bitumen is None of these equal to that in tar more than that in tar less than that in tar None of these equal to that in tar more than that in tar less than that in tar ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The fundamental factor in the selection of pavement type is subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic climatic condition subgrade soil and drainage conditions availability of funds for the construction project type and intensity of traffic climatic condition ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum thickness of expansion joint in rigid pavements is 50 mm 10 mm 100 mm 25 mm 50 mm 10 mm 100 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
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