Figure 2.
The drawing presents two views of a bridge structure. The left view shows elevation at abutment B with northbound and southbound lanes labelled Lane 1 to Lane 5, outside shoulders, and a central control line. Circular piers of diameter 1880 millimetres support pilecaps connected to piles of diameter 2140 millimetres below finished ground level 5.0. The right view shows a pier section with upstream and downstream sides, shared user path, reinforced concrete pier, pilecap shell, and levels including H A T R L 0.96, L A T R L negative 0.83, and M S L R L 0.50.Typical abutment arrangement (LHS) and pier arrangement (RHS)
Note: This figure presents a typical arrangement of the abutment and pier with various dimensions