Highway Engineering The percentage compensation in gradient for ruling gradient of 4% and horizontal curve of radius 760 m is 0.1 % 10% 1 % no compensation 0.1 % 10% 1 % no compensation ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Centre line markings are used in roadways meant for two way traffic to indicate that overtaking is not permitted to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions in roadways meant for two way traffic to indicate that overtaking is not permitted to designate traffic lanes to designate proper lateral placement of vehicles before turning to different directions 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 5.0 mm penetration only 7.5 mm penetration only 2.5 mm penetration only both 2.5 mm and 5.0 mm penetrations 5.0 mm penetration only 7.5 mm penetration only 2.5 mm penetration only ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering If the stopping distance and average length of a vehicle are 18 m and 6 m respectively, then the theoretical maxi¬mum capacity of a traffic lane at a speed of 10 m/sec is 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 3000 vehicles per hour 2500 vehicles per hour 1500 vehicles per hour 2000 vehicles per hour 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 7.432 cm 7.768 cm -0.168 cm 0.168 cm 7.432 cm 7.768 cm -0.168 cm ANSWER DOWNLOAD EXAMIANS APP
Highway Engineering Tie bars in cement concrete pavements are at expansion joints warping joints longitudinal joints contraction joints expansion joints warping joints longitudinal joints contraction joints ANSWER DOWNLOAD EXAMIANS APP
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