Widening a Bridge called Wonboyn River bridge Assignment

Widening a Bridge called Wonboyn River bridge - Assignment ExampleThere ordain be the risk of the bridge reflection falling. The point has to wait for the dry season for the slabs to pass by kernel of dry ground. The components of the bridge at this sharpen require minimum tension until the slabs argon laid and until they dry up. Alternatively, the constructors can transport the slabs across the river through the old docking facility. The wharf is strong and can support the movement of all equipment and construction materials. If they must be transported across the river, then there must be large stable boats to carry them across the aerodynamic river. Figure 1 Under bridge support 1.1. Safety of the transport The weights of the slabs have to be controlled so that the boat cannot capsize in the water. At the same time, the strength of the slabs and the shape has to remain intact. In the decision to pass the slabs through the old pier, the construction company can use larger stronger transport means such as Lorries. However, the construction company will have to acquire a crane to alter them lift the profound slabs during the actual move of the slabs and the accompanying concrete. The progress of the construction cannot be interfered with by the conveyance of title of then materials. The two processes can move on concurrently. The transportation of the slabs has to take care of other avenue users because the old bridge and the old pier are the only remaining alternative channels of transportation (Mecanismo, 2011). The weight of the line-tensioned slabs is a critical factor to consider when deciding on the means of transport. 1.2. Inspection after boring the dozens, they are then left freely and out of the water, the site engineer inspects the progress and makes the intent for anchoring the structure. The anchors serve the function of reaching thee layer of shale on the Wonboyn River Bridge. It also provides tensile strength to support the pile s of slabs and the structure above them. The anchors are made up of rock bolts. They are fixed in attribute before the concrete is added on the piles. 2. Fixing post-tensioned slabs to piers with dowel 2.1. Factors to consider The process of fixing the post-tensioned slabs is a heavy activity, which requires heavy equipment. The project managers must allocate the points at which the crane will be stationed such that the slabs will be able to reach both the pier and the dowel. The construction project heavily depends on the slabs because their lengths signify that they will have to hold the entire weight of the passing bodies. The project managers and the engineers have the mandate to get hold of the regions their priority, which they have to report to the governing bodies controlling of the water resource management, electricity supply, gas supply and the supply of communications services. 2.2. Alternative routes for diversion During this construction phase, the road users have to seek alternative routes to avoid the pier and give enough space for the laying of the post tensioned slabs. This ensures that there is no risk of miscalculating the position of the pier and the dowel by the engineers. They have to be aware of the impact of the services which they offer contact to the milieu and the quality that is expected of the bridge. This process can consume around one month if all conditions are favorable. Figure 2 Support Structure of the bridge The activity that is most likely to follow it is the laying of bitumen and leveling the road. This can commence about two months later to provide adequate time for the post tensioned slabs to dry up. Incidentally, there is no mechanism of testing how strong the construction is when it is complete. The only test in this context is the actual usage of the road and that essentially means the road has