
In the first method, the outer half of the cross slope is rotated about the crown at the rate such that the surface of road falls on the same plane and the elevation of the centre line is not varied.
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It is essential that there should be a limit of maximum allowable superelevation in the roads.

Hence, in order to avoid the danger of toppling of the loaded vehicles and ensure the safe movement of the vehicles on the curved portion of the road. In this condition, the normal camber may be retained also on the curve. In the case of flat curves with a larger radius, the superelevation will be negligible as the centrifugal force which will be developed is very less. The Centre of gravity of the loaded vehicles is relatively high so it is not safe to move these vehicles from the curved portion of the road where high superelevation is provided. In the case of heavily loaded vehicles having denser material, it is not possible to move this vehicle on the road with a high rate of superelevation. Superelevation which is provided on the road is less than the camber of a road then it should be get equal to the camber of the road for proper drainage purpose. Minimum and Maximum Superelevation in Roads G = acceleration due to gravity= 9.81 m/s 2īy using this formula the angle of superelevation is also determined.
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