This final task is discussed about modification on the main span of the duplication bridge Musi II Palembang using PCI Girder pre-stressed beams as the upper structure in the span on main bridge of Musi II Palembang. The purpose of this modification is to rnake PCI Girder beam as akemative plans. The PCI Girder beam spans is 40 m and will be made into 6 segments, that is 3 segments in the upslr…