Tanjung Puteri bridge consists 2 ramps of viaduct, Inbound and Outbound. Total length for each bridge is approximately 160m and width varies from 14.5m to 19.5m. The superstructure is using modified U-beam and precast segmental cross head for substructure. Our work included the superstructure and substructure design along with the shop drawings for the pre-cast crosshead. Temporary prestressed and construction stage design.