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New Garden Historical Commission
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Landenberg Bridge Wingwalls

The Landenberg Bridge originally had masonary wingwalls on all
four corners. These wingwalls are now all either seriously
deteriorated or missing altogether and should be repaired or
reconstructed along with the trusses as part of the Landenberg
Bridge rehabilitation project..

Location of Wingwalls
Western Wingwalls

A historical photo of the western wingwalls
around 1905.

Both of the western wingwalls were L-shaped and
had a short section parallel to the roadway and a longer section
parallel to the creek.
South-West Wingwall (Hotel corner)
The SW Wingwall is the most intact of the four
wingwalls today. The section parallel to the roadway is 9-ft
long, and the section parallel to the stream is approximately
33-ft long.

The SW wingwall included a stone plaque from the
1871 bridge.

The 1871 stone plaque from the earlier bow-truss
bridge is now in the basement of the wool house across the
street. The stone masonary from that project is still in use
today. The plaque should be remounted in its original location on
the SW wingwall.

This portion of the SW wingwall is in excellent
shape and provides the best model for reconstructing the rest of
the wingwalls. The wall was 2-ft thick, and the pointing style of
the stonework is readily apparent. At this corner, the top of the
wingwall comes up to the height of the iron railing.

The portion of the SW wall parallel to the stream
is deteriorated but still fairly intact. This wall was stuccoed
over at some point, but the early photographs indicate that the
retaining walls were not originally stuccoed.

A large chunk of the wall has fallen into the
creek. The 1871 plaque was probably mounted on the back of this
chunk.
North-West Wingwall (Church Corner)
Little remains of the L-shaped NW Wingwall today.
Remenants of the section of the wall parallel to the road
indicate that portion was about 8-ft long. Remenants of the
section of the wall parallel to the stream extend for about 23
feet.

An early photograph showing the NW wingwall from
upstream.

Using the 19-ft roadway width at the far end of
the bridge as a yardstick, this photograph verifies that the
portion of the wall parallel to the stream was originally about
23-ft long.

The wingwall on this corner came up only to the
middle of the iron railing of the bridge.

There was a large square drainage opening in the
wall (directly above the "I" in "MILLS").

The NW corner of the bridge today showing the
remains of the wingwall. Some concrete has been poured to form a
crude drainage spillway.

The remains of the NW corner of the portion of
the wingwall parallel to the road. The distance from the corner
edge of the white corner stone to the end of the wingwall by the
iron railing is 8-ft. The reconstructed wingwall will serve here
as a guard rail to prevent people on the walkway from falling off
the edge of the abutment.

The remenants of the section of the NW wingwall
parallel to the stream extends for approximately 23-ft back from
the white corner stone.
Eastern Wingwalls

The eastern wingwalls were both straight line
walls and were flared out from the roadway. The length of these
walls was estimated by noting that the left wall comes out to to
meet the driveway at the left in the above photo. A 22-ft length
estimate was made by measuring the distance to the edge of the
current driveway. The flare was estimated to be 6-ft by
extrapolating the angle from some remenants of the SE wingwall.

South-East Wingwall (Driveway Corner)

The height of the wingwall at this corner seems
to have been slightly higher than the iron railing of the bridge.

Sufficient remenants of the SE wingwall remain to
estimate the angle at which the wall flared out from the road.
Extending this line out 22-ft to the presumed end of the wall
suggests it was flared out about 6-ft.
North-East Wingwall (Seckler's Corner)
There are no visible remains of the NE wingwall.
It is possible that some here digging would turn up the buried
remenants of this wall, but there is enough debris piled up to
make digging difficult. It was therefore assumed that this wall
was symmetrical with the SE wingwall.

The wingwall at this corner appears to have come
up to about 2/3 the height of the iron guard rail of the bridge.

The wingwall on this corner will serve as a
safety railing for the walkway between the walkway surface and
the drop-off to the left. Since the bridge will be tilted, the
walkway here will be 1.5 to 2-ft higher than it is now.