Highway Engineering The diagram which shows the approximate path of vehicles and pedestrians involved in accidents is known as pie charts collision diagram spot maps condition diagram pie charts collision diagram spot maps condition diagram ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering For a constant value of coefficient of lateral friction, the value of required super-elevation increases with decrease in speed and with increase in radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve decrease in speed and with increase in radius of curve increase in both speed and radius of curve increase in speed and with decrease in radius of curve decrease in both speed and radius of curve ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If aggregate impact value is 20 to 30 percent, then it is classified as exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing exceptionally strong satisfactory for road surfacing strong unsuitable for road surfacing ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In highway construction, rolling starts from Center and proceed to sides Any of the above Sides and proceed to center One side and proceed to other side Center and proceed to sides Any of the above Sides and proceed to center One side and proceed to other side ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In soils having same values of plasticity index, if liquid limit is increased, then Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases Compressibility, permeability and dry strength increase Compressibility and permeability decrease and dry strength increases Compressibility, permeability and dry strength decrease Compressibility and permeability increase and dry strength decreases 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) 7.432 cm 0.168 cm 7.768 cm -0.168 cm 7.432 cm 0.168 cm 7.768 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS