The schedule anticipated will be inclusive of memorandum of project, way of acquisitions of rights, planning, specifying an estimating, advertising and opening the bids along with process of approval and initiation of construction. All these activities will require a span of 1 year with each activity being completed in the span of 3 months within the same year.
Firstly, development of an arch for the pedestrian foot over bridge will be required to be developed in order to support the structures with long span because of the ability of reducing the moments of bending within the structure during load is carried through the compression pressures.
A common rule would further be adopted for designing the bridge made of steel which is the fact that the system of arch consists of an expedient for using the spans that have longer heights than 150 ft. Through bending stress induction being limited over the structure of the arch, it will lead towards the size to reduce as the main pressure has been accumulated over the forces of compression. With the help of forces of compression, the main pressure will be on the arch which has been supported and so care will be given to the same design of structure in order to making sure that there is no collaboration of main force of compression over the identified structure. For reducing the chances of failures with regard to catastrophic perspectives, the members with structures would be given the size in accordance to the use of shapes utilizing inertia moments as evident through the sections of hollow structures.
The first milestone of construction activities in accordance to the design of the pedestrian foot over bridge will be on the arch disregard the members being angled, the bridge modelling, designing the arch of the bridge and analysing based on the models of analysis and informative design for the bridge arch.