Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.2 0.1 0.45 0.3 0.2 0.1 0.45 0.3 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering RC-2, MC-2 and SC-2 correspond to viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 viscosity in increasing order from RC-2 to SC-2 None of these same viscosity viscosity in decreasing order from RC-2 to SC-2 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 skidding slipping revolving turning skidding slipping revolving turning ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % no compensation 10% 1 % 0.1 % no compensation 10% 1 % ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering With increase in speed of the traffic stream, the minimum spacing of vehicles decreases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed increases decreases first decreases and then increases after reaching a minimum value at optimum speed first increases and then decreases after reaching a maximum value at optimum speed increases 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
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