Highway Engineering Compared to a level surface, on a descending gradient the stopping sight distance is dependent on the speed more same less dependent on the speed more same less ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as satisfactory for road surfacing strong exceptionally strong unsuitable for road surfacing satisfactory for road surfacing strong exceptionally strong unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Bottom most layer of pavement is known as sub-base course wearing course base course subgrade sub-base course wearing course base course subgrade 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) 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The stopping sight distance depends upon total reaction time of driver All of these speed of vehicle efficiency of brakes total reaction time of driver All of these speed of vehicle efficiency of brakes ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For rapid curing cutbacks, the oil used is gasoline heavy diesel light diesel kerosene oil gasoline heavy diesel light diesel kerosene oil ANSWER DOWNLOAD EXAMIANS APP
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