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The project for this studio was a flyover located in Bhuj with 8.5 m carriageway width. The superstrucutre was a 3-span continuous I-girder with 25 m. span each. Substructure consists of Pier-cap and Wall-type pier alongwith pile foundation. The bridge is designed for various stages of construction alongwith various type of loading such as gravity load, Vehicular load, Seismic load and Wind load as per the guidelines given in the IRC 112:2020, IRC 6:2016 and IRC 5:2015