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 6% 3 % 5 % 4% 6% 3 % 5 % 4% ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The group index for a soil, whose liquid limit is 40 percent, plasticity index is 10 percent and percentage passing 75 micron IS sieve is 35, is 5 7 3 0 5 7 3 0 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 8 to 10 mm its penetration value is 10 mm its penetration value is 8 mm its penetration value is 8 to 10 cm its penetration value is 8 to 10 mm its penetration value is 10 mm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum spacing of contraction joints in rigid pavements is 4.5 m 5.5m 3.5 m 2.5 m 4.5 m 5.5m 3.5 m 2.5 m ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is Westergaard method group index method CBR method Benkelman beam method Westergaard method group index method CBR method Benkelman beam method 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) 0.168 cm -0.168 cm 7.432 cm 7.768 cm 0.168 cm -0.168 cm 7.432 cm 7.768 cm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS