This bridge is 860 mtr long ROB built within Nerul node of Navi Mumbai connecting the phase 1 and phase 2 of Nerul. The typical span of the bridge is 12.5 mtr with conventional T girder design with two obligatory span of 25 mtrs each. This bridge crosses 8 railway tracks when completed and two main road on either side of the railway track.
Anticrash barrier -first time in India was used and tested on this bridge. Now this is a common feature used on all road and bridges of the golden quadrilateral project.
The Badlapur flyover was built for the Kulgaon Badlapur Municipal Corporation. The total length of the flyover is 680 mtrs connecting the east Badlapur to the west. The horizontal curve is of S shape to accommodate the heavy gradient created at the junction of the railway bridge and the small river ie this flyover passes over two obligatory road spans and existing railway (which is again over the small river). The height at this junction is more than 10 mtrs.
The bridge span a major river Savitri in the Konkan area. The total length of the bridge is 300 mtr and the span is of concrete arches designed and then constructed by the company. The existing bridge constructed by the british is along the same alignment. The arches have enable good aesthetics. The company has been awarded the 1st prize by Indian Institute of Bridge engineers for this bridge at a National level.
Normally a bridge is perpendicular to the flow of the river. However this bridge is unique as the alignment is in skew of 65 % to the flow of the river. This skew angle is one of the highest in this part of the region. Hence the normal length of the 7.5 mt road width has now measured @28 mtr at skew length.
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