Jembatan Metropolitan Palembang, Indonesia
Erection of precast girders for the construction of Musi IV bridge
Bridge:
- Typical section: U-Girder
- Typical span= 37.8m
Construction Methodology:
Span by span method using launching gantry
Builder: PT Adhi Karya
Engineer: PT Wahana Mitra Amerta
Year of Completion: 2017
Involvement:
- Erection of Precast U-Girders (each weighing 140 tons)
- Supply of self-launching gantry with capacity of 150 tons & 45m spans
- Design, fabrication,installation, commissioning & operation of launching gantry
- Construction engineering consultation & solutions in the following scopes:
• Sequencing of erection of precast girders
• Construction method for girder erection above river
• Delivery of girder via top side of piers