Highway Engineering The ductility value of bitumen for suitability in road construction should not be less than 30 cm 50cm 10 cm 20 cm 30 cm 50cm 10 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The rail is designated by its weight per unit length length cross-section weight weight per unit length length cross-section weight ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The method of design of flexible pavement as recommended by IRC is CBR method Benkelman beam method Westergaard method group index method CBR method Benkelman beam method Westergaard method group index method ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is only (i) (i)and(ii) (i), (ii) and (iii) (ii) and (iii) only (i) (i)and(ii) (i), (ii) and (iii) (ii) and (iii) ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering When the path travelled along the road surface is more than the circumferential movement of the wheels due to rotation, then it results in slipping skidding turning revolving slipping skidding turning revolving ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If an ascending gradient of 1 in 50 meets a descending gradient of 1 in 50, the length of summit curve for a stopping sight distance of 80 m will be 60m 80m 64m zero 60m 80m 64m zero ANSWER DOWNLOAD EXAMIANS APP