1.2.1 The
scantlings and supporting arrangements are to be consistent with the
method of support, the environmental conditions prevailing at the
operating location, the berthing conditions and the specified vehicle
loading data.
1.2.2 Bridges,
ramps and their bearings are to be suitably designed to accommodate,
where applicable, the effects of a static support at one end and a
dynamic support at the other.
1.2.3 Consideration
is to be given to the proposed frequency of use, including the frequency
of ferry berthings and the number of vehicles using the bridges and
ramps.