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Mark Twains
fictional Mississippi River rafters, Huckleberry Finn and
Jim, would see quite a collection of bridges if they navigated
that fabled waterway today. The river awaits landmark new
crossings but construction now taking place covers a variety
of methods and materials.
Many of the rivers 100-plus
crossings are reaching the end of their design life and planners
along the length of the river are investigating rehabilitation
or replacements. Traffic, economic development and seismic
retrofits are spurring the recent spate of work.
"This is a period when bridge
construction is flourishing up and down the river," says
Steve Hague, bridge engineer with HNTB, Kansas City, and a
veteran of some 40 Mississippi River projects. "A lot
of the bridges were built in the 1920s and 30s, so its
time to look at replacements."
State transportation departments
are doing just that. Many future crossings are depending on
the transportation bill now hung up in Congress. Still, there
are several projects under way.
Building within and over the river
banks presents challenges, particularly in shifting soils.
"You have an old historic river meandering around; it
has deposited materials over thousands of years," says
Alec Smith, vice president with Haley & Aldrich, Boston,
the geotechnical engineer for a proposed Great River Bridge
that would stretch five miles between Cleveland, Miss., and
McGehee, Ark.
U.S. Coast Guard engineer David
Stupp notes that locks and dams populate the river north of
St. Louis, mitigating scouring conditions. By the time the
river reaches Memphis, "its nothing but mud"
and fast currents, he notes. As river barges increase in size,
so does the need for new bridges with at least 1,000-ft horizontal
and 60-ft vertical clearances.
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| CONCRETE.
Caissons rest on articulated concrete mats value-engineered
for the Greenville bridge. (Photo Courtesy of HNTB) |
In Greenville, Miss., near a bend
in the river, the existing U.S. Route 82 truss is hit about
twice a year by barges, says Hague. HNTB designed a $200-million
crossing 1,500 ft downstream that will not only reduce collisions
but stand as North Americas third-longest cable-stayed
span when completed in 2006.
HNTB designed the original truss,
and Massman Construction Co., Kansas City, built it. Now,
Massman, in a joint venture with Traylor Brothers Inc., Evansville,
Ind., is building the new bridge, with its 1,378-ft-long main
span. The team value-engineered a proposal to use articulated
concrete mats rather than willow mats during caisson installation
to cushion the riverbed from scouring. Massman got the idea
from the Army Corps of Engineers, which uses the concrete
mats for bank protection. "From a time standpoint it
was faster because the Corps already has a stockpile,"
says Henry Massman, president of the firm.
Mitch Carr, Mississippi Dept. of
Transportation bridge engineer, says the method saved $500,000
and two months. A special Corps machine rolled mats in 124-ft
widths and sunk them into the river, overlapping three sections
to create a 314 x 403-ft footprint. The larger of two caissons
is 121 x 70 x 98 ft; both reach about 180 ft below the riverbed
to support approximately 200-ft-high towers.
Crews are just beginning the roadway
portion. MDOT plans to let contracts for the approaches this
fall for the Mississippi side and next spring for the Arkansas
side. Structures include welded plate girder and precast concrete
spans on drilled shafts.
The superstructure will include
seismic shock absorbers consisting of 3-ft-dia cylinders containing
flowing silica putty to allow the bridge to move laterally
in a quake, says Hague. The putty was previously used in Californias
Carquinez Bridge and upriver, at Cape Girardeau.
The new $100-million cable-stayed
Cape Girardeau bridge between Missouri and Illinois, including
a 1,150-ft main span, opened last December. The $2-million
demolition of the old truss bridge began in August. The third
phase dropped not only the intended 671-ft span but caused
an unintended chain reaction that dropped the other 671-ft
main section and part of a pier. MoDOT must decide whether
demolition is still needed for the remaining 300 ft.
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Further south, engineers are seismically
strengthening the crucial Interstate 40 link to downtown Memphis.
The 35-year-old crossing, situated with the active New Madrid
seismic zone, consists of two 900-ft tied steel arch spans
connected to a 1,860-ft-long steel box girder. Its approaches
are built of mostly prestressed concrete spans with some steel
plate, says Dennis Cook, Tennessee DOT assistant chief of
planning. The $171-million job is Tennessees largest
seismic project.
Imbsen & Associates, Sacramento,
began retrofit design 10 years ago. So far $74 million in
work has been completed, with bids for rebuilding precast
concrete girders as steel beams to come next year, says Fred
Stephenson, project manager. Massman built 18 friction pendulum
bearings, which resemble giant woks and allow the piers to
move up to 22 in. in any direction, and bolted decks to floorbeams
to make them composite. New cast-in-place drilled piles, shear
blocks, stiffener plates and other methods should help the
bridge withstand a catastrophic event and enable the crucial
truck route to reopen quickly.
Tennessee DOT hopes to begin a
feasibility study soon to identify locations for a new crossing
to provide an alternative to I-40. Estimated at $600 million,
the new bridge would carry highway traffic and freight trains,
says Cook.
Seismic design for a new Mississippi
River bridge in potentially liquefacting soil is a familiar
and evolving challenge. The proposed Great River Bridge, now
finishing design, would be whopping 25,000 ft long with a
main channel span of nearly 1,500 ft. Due to the rivers
chameleon nature, an old channel is now filled with soft clays,
which will require drilled shaft foundations as deep as 130
ft, notes Haley & Aldrichs Smith. The firm has recommended
a $1-million separate contract for preconstruction load tests
that may eliminate contingencies and unknowns in the main
bid. Arkansas DOT is considering the idea while waiting on
funding.
In Louisiana, state engineers are
addressing funding issues with new design-build legislation.
A $200-million bridge near St. Francisville, expected to be
complete by 2011, will follow a $4-million design-build job
over the Tensas River. The state...
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