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This document summarizes the analysis of flyover and slab on pile designs for the West Outer Ring Road in Surabaya, Indonesia. The methodology includes: (1) reviewing existing conditions, (2) 3D structural analysis of bearing capacity of foundations and flyover/slab structures, (3) evaluating structural capacities using SAP 2000 software. The flyover design uses reinforcement of D32, D25, and elastomer type B. Pile design uses D600, D22, and D13 reinforcement. Slab designs use D13 and D22 reinforcement depe

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arken123

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