| Highways, Byways, And Bridge Photography |
Cedar Avenue Bridge
MN-77 Minnesota River Crossing
Bloomington, MN to Eagan, MN
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Northbound Span |
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• Structure ID: |
NBI: 9600N. |
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• Length: |
5,159 Feet Overall, 350 Foot Main Span. |
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Southbound Span |
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• Structure ID: |
NBI: 9600S. |
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• Length: |
5,185 Feet Overall, 350 Foot Main Span. |
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Statistics Common To Both Spans |
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• Location: |
River Mile 7.9. |
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• River Elevation: |
686 Feet. |
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• Highway: |
MN-77. |
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• Daily Traffic Count: |
46,500 (1996). |
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• Bridge Type: |
Steel Tied Arch Suspended Deck. |
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• Width: |
56 Feet Per Span, 3 Lanes Per Span. |
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• Navigation Channel Width: |
331 Feet. |
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• Height Above Water: |
55 Feet. |
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• Date Built: |
Opened 1979. |
The Cedar Avenue Bridge is a pair of twin spans consisting of large steel arch
spans, flanked by long concrete girder causeways. The bridge spans the
Minnesota River valley, including large wetland areas on each side of the
main channel. These are certainly the most impressive bridge structures in
the Twin Cities area. In fact, the Cedar Avenue Bridge is the longest bridge
in Minnesota that is entirely within the state. The only other bridge in
Minnesota that is in this league is the US-2 Bong Bridge in Duluth.
The Cedar Avenue Bridge uses a tied arch for the main spans. A tied arch
has a large arch that connect to suspension cables. The suspension cables
hold up the bridge deck. A tied arch has horizontal tie beams that connect to
the two ends of each arch. The tie beams keep the arch from spreading out
wider under the weight of the bridge deck. Since the arch will not get wider,
the bridge piers only need to support the vertical weight of the bridge
rather than having to push sideways against the arches. This allows the
bridge to use much smaller and lighter piers under the arch spans.
The bridge is marked for three lanes of traffic, plus a wide shoulder on
the outside of each span. Transit buses are allowed to use the bridge
shoulders, so the bridge operates with four lanes on each span. This bridge
often backs up northbound in the morning due to a number of slow exits north
of the bridge. It is not unusual for morning traffic to back up all the way
into Apple Valley. In addition, traffic from I-35E backs up on the loop to
Cedar Avenue, and often back into the collector/distributor lanes. Now that
the MN-100 ‘Ease The Squeeze’ project is complete, this is probably
the single worst traffic issue in the twin cities metro area.
The photo above is looking northeast towards the parallel main span arches
of the Cedar Avenue Bridge. The vantage point is the parking lot at the
boat landing on the south side of the main river channel within Fort
Snelling State Park. The photo below is looking northwest towards the
main river spans. The vantage point is an overlook on the ramps leading to
the bicycle bridge that is attached to the east side of the main river span.
The photo above is the view looking north between the two bridge spans from
the Fort Snelling State Park parking lot on the south side of the main river
channel. The photo below is the west face of the eastern span as seen from
ground level. The bridge deck is about 50 feet above the ground. The
bicycle bridge can be seen on the far side of this span.
These two photos are looking south across the main channel of the Minnesota
River from a location between the two bridge spans. The photo above is the
upriver west face of the northbound (eastern) span. The photo below is the
downriver east face of the southbound (western) span. The island in the
middle of the river can be reached by walking over the bicycle bridge that
is attached to the side of the northbound bridge span.
These two photos are views from the two main channel tied arch spans as
seen from the island on the north side of the main river channel. The view
is looking southeast from two different angles. The pavement in the photo
below is the roadway that carried traffic between the two segments of the
old Cedar Avenue Bridge.
These two photos are views looking north under the concrete girder spans
on the north side of the main river channel as the bridge crosses the
island between the main river channel and backchannel marshes. The photo
above is the northbound span, while the photo below is the southbound span.
These photos were taken from the ramp leading to the bicycle bridge.
The photo above is looking north between the two concrete girder roadways.
The bridge crosses the river at an angle to true north, so it needs to make
a curve to line up with northbound Cedar Avenue on the Bloomington side
of the river. The photo below is the first concrete girder spans located
north of the main channel arch spans.
These two photos are views of the west face of concrete girder spans near the
north end of the structure. The photo above is an overview photo, while the
photo below is a close view of the spans located near the abutment at the
north end of the bridge.
The photo above is one of the bridge piers that supports the concrete girder
spans. The photo below is a close view of a joint where two sets of girders
meet at a bridge pier. The gap between the girders allows the bridge to
move slightly as it expands and contracts due to temperature changes.
The photo above is a view of the joint between the arch and the horizontal
tie beam at the southeast corner of the northbound span. The chain link
fence is part of the bicycle bridge railing. The photo below is a view of
the main bridge span piers on the south side of the Minnesota River.
Red and green lights hang under the bridge to mark the navigation channel.
The photo above is a close view of a bridge bearing on top of a main channel
pier. Bearings allow the bridge to move slightly. This end is fixed in
place, but it allows the joint to flex. The bearings on the north side of
the channel are allowed to slide back and forth. This helps prevent the
bridge from flexing and twisting as it undergoes temperature changes. The
photo below is a close view of a pair of suspension cables as they attach
to the arch.
These two photos are the first of a three photo set showing a typical river
crossing heading northbound towards Bloomington. In the photo above, we are
cresting the high point in the bridge just prior to entering the main river
channel span. The photo below is a view from under the giant arch.
The photo above is the third of three photos showing a typical crossing
of the Minnesota River heading northbound. In this photo, we have just
passed under the main arch and are heading into Bloomington. The photo
below is an overview of the river crossing as seen from the County Highway
CSAH-1 bridge on the north end of the bridge.
The photo above is an older photo that is scanned from a print. It shows
traffic approaching the main bridge spans very late in the evening in
the summer. Despite traffic heading southbound, the shadow of my vehicle
is visible. This is due to the sun being very far north at this hour of
the day in the summer. The photo below is an interpretive sign located
at the parking lot at the Long Meadow Bridge, an old bridge that formerly
carried Cedar Avenue across the Minnesota River.
These two photos, and the four that follow, are views from the spring flood of
2010. The photo above is looking south along the downriver east face of the
Cedar Avenue bridge. The main river channel flows under the arches in the
distance. The photo below is a view of the north shore of Long Meadow Lake
near the north bridge abutment. The area under the bridge is generally
swampy, with a large island starting near the trees in the distance.
The photo above is a view looking south between the two bridge span, while
the photo below is a view of the east face of the southbound bridge structure.
These two photos are views from the north end of the Cedar Avenue bridges.
The photo above is the abutment of the southbound span, with the northbound
span visible in the background. The photo below is looking west under the
southbound span while standing under the northbound span. Hog Ridge trail
runs along the bluffs on the north side of the river. It can be accessed from
the parking lot at the south end of Old Cedar Avenue.
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