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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.ftnt1
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).
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.
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).
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.
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).ftnt2
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Juan Murillo has been involved in segmental
bridges since the 1970s. He worked on the design and construction
of Long Key Bridge, the first precast segmental bridge in the U.S,
and Sunshine Skyway Bridge, the first cable-stayed segmental bridge.
He has directed PB’s segmental bridge work since 1986.
1 For information
on these two projects, please see “Design
of the I-15/U.S. 95 (Spaghetti Bowl) Interchange in Las Vegas,”
by Juan Murillo, and “Design
of the Vietnam Veterans Memorial Bridge over the James River,”
by Joseph Showers, Taka Kimura and Victor Ryzhikov.
2 For more information
on Sunshine Skyway Bridge, please see “Sunshine
Skyway Bridge Post-Tensioned Vertical Tendon Corrosion Investigation:
Summary of Findings” by Teddy Theryo.
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