Highway Engineering The recommended grade of tar for grouting purpose is RT-2 RT-3 RT-5 RT-1 RT-2 RT-3 RT-5 RT-1 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 turning revolving slipping skidding turning revolving slipping ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In hill roads the side drains arc provided on both sides of road None of these only on the hill side of road only on the opposite side of hill on both sides of road None of these only on the hill side of road only on the opposite side of hill ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering The maximum allowable Los Angeles abrasion value for high quality surface course is 0.3 0.2 0.1 0.45 0.3 0.2 0.1 0.45 ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering In CBR test the value of CBR is calculated at both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only both 2.5 mm and 5.0 mm penetrations 2.5 mm penetration only 7.5 mm penetration only 5.0 mm penetration only 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