| An extended essay on the advantages of concrete and segmental construction                would probably not present the key points as clearly as a simple                listing will. The advantages listed in the box at left became evident                as segmental construction was used in Europe starting with post-World                War II reconstruction and introduced in the U.S. in the 1970s, and                as it spread throughout the world as one of the most competitive                methods for bridge construction. It is important to note that the                versatility of segmental construction applies not only to highway                structures, but also to rail structures and even movable bridges,                such as the West Seattle Swing Bridge (described below).
 
 
 Span Ranges for Various Methods of Erection Starting with smaller range spans for girder bridges — between                24 m and 46 m (80 feet and 150 feet) — span-by-span construction                is the most cost-competitive and the quickest method of erection.                Record speeds of a 46-m (150-foot) -span being completed in one                day have been met quite a few times. This was the case for bridges                in the Florida Keys, where contractors managed to erect one span                a day by erecting the precast, prefabricated segments with either                an under-slung or overhead gantry, and elsewhere in Florida and                in Texas.
 
 The range of spans for girder bridges can be extended to up to 122                m (400 feet) for the precast segmental applications and up to 228                m (750 feet) or even 259 m (850 feet) for cast-in-place segmental                construction. An example is the Houston Ship Channel Bridge in Port                Arthur, Texas, which has a main span of 228 m (750 feet). Of course,                cable-stay bridges, which are able to span beyond the limits of                girder bridges, have been built all over the world with spans of                between 152 m (500 feet) on the short end and up to 914 m (3,000                feet) on the long end.
 
 
 Case Studies of Advantages of Segmental                Construction Now, let us look at some examples of U.S. bridges to illustrate                how the many advantages of concrete and segmental construction became                apparent. PB participated in the design and/or construction in different                roles with the exception of the Natchez Trace Bridge. PB's role                on the Baldwin Bridge was in both the design and construction. PB                was part of the general engineering consultant team on the H-3,                Green Line and West Seattle Swing Bridges, and part of the construction                engineering and inspection team for the Sunshine Skyway Bridge.Keep                in mind that these advantages are also illustrated by some of our                other recent projects, including the I-15/U.S 95 (Spaghetti Bowl)                Interchange and Vietnam Veterans Memorial Bridge in Virginia; however,                these two projects are described in detail in following articles,                so are not included below.
 
 
 Baldwin Bridge, Connecticut. The Baldwin Bridge                was bid in competition with a steel alternative, which was also                designed by PB using plate girder construction. The segmental option                was selected, and Connecticut got its first segmental bridge. The                bridge was built with no interruption to the navigational traffic                of the Connecticut River and no interruption to any roadway traffic                on the two approaches. It presented enhanced environmental advantages,                such as no need for mitigation measures in the river beyond the                cofferdam construction for the pier construction, and resulted in                an aesthetic and pleasing structure (Figure 1).
 
 
 
 
|  |  | Figure 1: Baldwin Bridge in Connecticut |  
 
 H-3, Hawaii. Other good examples of segmental construction                are the two bridges on the sides of the tunnel structure that, together                with the tunnel, make up the overall H-3 project. The North Halawa                Valley structure was built using cast-in-place balanced cantilever                construction with travelers supported by overhead gantries (Figure                2). On the other side, the Windward Viaduct structure was built                using precast segmental construction. This project has received                numerous awards because it mitigated the disturbance of this pristine                environmental area in the beautiful island of Oahu. PB was program                manager.
 
 
 
Natchez Trace Bridge, Tennessee. Although not a                PB project, an interesting structure that illustrates some of the                other advantages of precast segmental construction is the Natchez                Trace Arches. This segmental bridge was built over a national park                area where, again, main project goals were to address environmental                issues and minimize disturbance to this site and the natural habitat.                This bridge also illustrates the aesthetic value of segmental construction                (Figure 3) and its practicality. The same type of equipment, construction                means and methods were used to build both the arches, and the girder                structure supported by the arches.|  |  | Figure 2: North Halawa Valley structure in Hawaii |  
 
 
Green Line Bridges, Los Angeles. The Los Angeles                Metro’s Green Line Bridges were built over busy intersections                in highly traffic-congested areas in the vicinity of the Los Angeles                Airport. One of these bridges, the Rosecrans Bridge, followed a                diagonal alignment to span Rosecrans and Aviation Avenues. Another,                the Kramer Bridge, avoided traffic interruption and reduced right-of-way                intrusions in this highly industrial area (Figure 4).|  |  | Figure 3: Natchez Trace Arches in Tennessee |  
 
 
West Seattle Swing Bridge, Washington. The West                Seattle Swing Bridge in Washington (Figure 5) proves the versatility                of segmental construction in an application not normally even considered                for concrete bridges — movable bridges. Segmental construction                allowed for a controlled and even distribution of dead load in the                bridge’s final configuration and during construction. It is                the only method that gives the inherent balance of dead load during                construction, which allows erection on the permanent mechanism required                for rotating a swing bridge. Under any other construction scheme,                the rotating mechanism has to be locked and construction has to                proceed on a temporary support condition.|  |  | Figure 4: Kramer Bridge in California |  
 
 
Sunshine Skyway Bridge, Florida. One of the most                recognizable segmental cable-stay bridges in the U.S. is the Sunshine                Skyway Bridge with its signature 365-m (1200-foot) single plane                of cables. This bridge is one of the best illustrations of the beauty                and effectiveness of segmental construction (Figure 6).|  |  | Figure 5: West Seattle Swing Bridge, Washington |  
 
 
|  |  | Figure 6: Sunshine Skyway Bridge in Florida |  
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