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Upstate Infrastructure
Rochester's Troup-Howell Bridge
Gets Major Makeover
A primary transportation link for downtown Rochester
undergoes a complete reconstruction - and a switch from
a plate girder structure to a soaring suspension arch.
by Fred Fanning and Tom Stabile
The Troup-Howell Bridge over the Genesee
River in downtown Rochester, N.Y., is getting a $37 million
facelift and a dramatic, new three-rib arch. The project is
part of the New York State Department of Transportation's
$92 million, six-contract Western Gateway program to rehabilitate
3.5 mi. of Interstate 490 through Rochester's core.
The new 1,165-ft.-long crossing will be on roughly the same
alignment as its plain 50-year-old plate-girder predecessor,
which some motorists may not have noticed was a bridge as
they zipped along I-490. Those traveling over the new bridge
may never know that it has a unique structural frame to support
its two roadway decks - using three ribs in its arch, instead
of the more typical four ribs.
The project team is constructing the new bridge around and
over the existing structure, which crosses the river linking
the city's downtown to the historic Erie Canal, a 365-mi.-long
waterway that stretches from Albany to Buffalo. The reconstructed
bridge will partially open later this year when four lanes
of traffic shift to the new deck. The project will wrap up
next year after another four lanes open.
Led by Edward Kraemer & Sons of Plain, Wis., the general
contractor, the team leveraged the old bridge's deck to build
the new structure.
First, it shifted traffic from both directions onto the old
northern deck last year, allowing the bridge to remain in
service during almost all of the reconstruction. That move
also freed the old southern deck for staging to erect the
three steel arch ribs over the span, said John Greene, project
manager for Kraemer.
"We left the river span intact to help with the erection
of the arches," he added. "That river span was kind
of an island. We had to create access to get equipment on
and off the bridge."
The team later demolished the old southern lanes. It will
pour the new southern side deck later this year, and shift
all traffic onto its four lanes. That, in turn, will allow
it to demolish the old northern lanes and pour another new
four-lane deck by next year.
The team erected the arch last summer, largely over three
consecutive weekends and a fourth weekend, shutting down the
highway on Friday evenings and reopening it to traffic Monday
mornings. During these hectic weekends, workers placed cranes
on the original road deck to accommodate lifts of the sections
of arches and cross-braces - a method that avoided using cranes
from a barge, which would have been farther from the work
area and on a less steady surface.
The team erected the three ribs over the river one by one,
finishing the third in late fall.
"We are hoping right now to get the hangers in place,"
Greene said of the next steps. "We are trying to be done
by late December [2005]. We plan to come back in mid-March
to pour the deck."
The 433-ft.-long main span that crosses the river will connect
to cables suspended from each of the arch's three steel ribs.
Each rib has 19 pairs of 3.1-in. diameter cable, which adds
up to more than 5,000 ft. of cable for the project.
The cables will hang from each member in a fan-like configuration,
with flatter angles toward the end of each rib. At the center,
the cables will stretch vertically 65 ft. above the deck.
The steel arch ribs, manufactured by High Steel Structures
of Lancaster, Pa., consist of hollow box beam-type structures,
which will permit inspectors to access the interior components
and will be able to house lighting equipment.
The team will install arch rib stiffeners at each point where
cables attach to the main superstructure. The inside of the
stiffeners will also be accessible for lighting and inspections.
The design of the dog-bone shaped stiffeners had both structural
integrity and appearance in mind.
"We took care of all the aesthetic issues we could and
made them structural," said Howard Ressel, project design
engineer for the department of transportation's Region 4 unit,
which is overseeing the assignment.
Aesthetics was a focus for the new bridge and for Erdman,
Anthony and Associates, a Rochester-based engineering firm
that is designing the entire Western Gateway project. It gathered
local input from an aesthetics committee that the department
of transportation formed with private citizens, Rochester
officials, artists, and others hoping to shape the Flour City's
skyline.
"There was a substantial amount of community involvement
- more than usual," said Sam Anthony, a senior associate
at Erdman Anthony who was the lead bridge designer. "I
couldn't get over how productive it was. There were artists
on the committee whose ideas I first thought might not work
out, but we ended up incorporating quite a few of their suggestions."
Anthony said the most unique feature may be the three-ribbed
arch - rare for a bridge with two roadway decks. The typical
design calls for four ribs, two supporting either side of
each deck.
The team chose a three-rib design largely because a four-rib
system would have required more space than was available in
the existing right-of-way. The new bridge's middle rib is
thicker than the outer ribs, because it supports both decks,
Anthony added. The bridge also differs from more common "tied"
arches, which have a thick steel support member stretching
across the entire span at the deck level, from one end of
the arch to the other. Anthony said engineers often regard
the tied arch as less aesthetically pleasing than a true arch,
which has no such support brace but rather pushes its load
directly into the foundations on either end.
The new bridge has a true arch that will deliver its 8 million
lbs. of thrust into the foundations, largely because the team
was able to build them into strong bedrock capable of handling
the compressed load. To construct the new foundations on each
side of the river, the team used about 8,000 cu. yds. of concrete.
The reconstruction effort also is demanding extensive traffic
planning to manage the 100,000 vehicles that use the bridge
daily, Ressel said.
"The bridge has five approach spans," he added.
"We had an eight-lane bridge, and we reduced it to two
lanes each way. We did a lot of things in the design to facilitate
the construction."
Last year's damaging hurricane season also took its toll
on the project because the casting maker for one of the cable
sockets is in Mississippi. The plant has experienced manufacturing
delays, which in turn have slowed the bridge project.
"Our intention is to complete the rest of the structure
in late May and move traffic," Kraemer's Greene said.
"We are going to run double shifts in summer. There is
going to be a big push with a lot of local labor."
Useful Resources
www.trouphowellbridge.com
www.dot.state.ny.us/reg/r4/490gateway/490.html
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Key Players
Owner: New
York State Department of Transportation
General Contractor
and Steel-Concrete Contractor: Edward Kraemer
& Sons, Plain, Wis.
Architect:
Erdman, Anthony and Associates, Rochester, N.Y.
Steel Fabrication:
High Steel Structures, Lancaster, Pa.
Electrical:
O'Connell Electric, Victor, N.Y.
Concrete:
Manitou Concrete, Henrietta, N.Y.
Bridge Demolition:
L.M. Sessler Excavation & Wrecking, Waterloo,
N.Y.
Earthwork-Paving:
DiFiore Construction, Rochester
Rebar Supply:
Whitacre Engineering, Liverpool, N.Y.
Rebar Contractor:
G & J Contracting, Hemlock, N.Y.
Design Consultant:
H2L2, Philadelphia
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