Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.3 0.45 0.2 0.1 0.3 0.45 0.2 0.1 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Most suitable material for highway embankments is organic soil clays silts granular soil organic soil clays silts granular soil ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If b is the wheel track of a vehicle and h is the height of centre of gravity above road surface, then to avoid overturning and lateral skidding on a horizontal curve, the centrifugal ratio should always be less than b/2h and also less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction less than b/2h and also less than co-efficient of lateral friction less than b/2h and greater than co-efficient of lateral friction greater than b/2h and also greater than coefficient of lateral friction greater than b/2h and less than co-efficient of lateral friction ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering On a horizontal curve if the pavement is kept horizontal across the alignment, then the pressure on the outer wheels will be more than the pressure on inner wheels zero equal to the pressure on inner wheels less than the pressure on inner wheels more than the pressure on inner wheels zero equal to the pressure on inner wheels less than the pressure on inner wheels ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The aggregates required for one kilometer length of water bound macadam road per meter width and for 10 mm thickness is 10 cubic meter 15 cubic meter 8 cubic meter 12 cubic meter 10 cubic meter 15 cubic meter 8 cubic meter 12 cubic meter 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
EXAMIANS