With the railroad running
well and with no critical construction or repair tasks to support operations, I
have been turning to model-building projects to enhance the scenes around the
railroad. One of those tasks has been
completing and installing the bridge at Westfir. A “temporary” plywood span has been in place
since the original construction of my railroad.
Several items needed to fall into place for me to replace this temporary
span with the permanent bridge and its supports.
First and foremost, I needed
a suitable deck truss bridge. The
prototype span features a ballasted deck supported by a pair of deck girders
for the approaches and a deck truss for the main span. See the photos of Joel Ashcroft’s “Southern
Pacific in the Cascades” website, where the bridge at Westfir is used as the
title page image for the website section on structures:
http://spcascades.railfan.net/structures.html I considered adapting an Atlas “train set”
deck truss, but it was too short for my purposes and definitely not detailed
enough for the location very close to the aisle. A second option was to scratch-build using
bridge girders from Central Valley. I was somewhat willing to do so, but other
tasks always took a higher priority. This
past year, Walthers introduced a new line of bridge kits, including a deck
truss bridge (933-4520). Although not an
exact match, this bridge kit was close enough to do the job.
Deck truss bridge over the
North Fork of the Willamette at Westfir.
Bridge abutments and piers
were built up from styrene sheet and strip.
This allowed me to capture the 12:1 batter (slope) of these supports and
to control height. This also is the way
I built these supports for the Salmon Creek bridge: https://espeecascades.blogspot.com/2014/06/salmon-creek-mainline-bridge-2.html
Different for the Westfir
bridge was that I chose to mount/support the end abutments using the “river”
plywood plate that undergirds the entire scene.
I was able to select styrene strip thicknesses to adjust the height of
the abutments to match the required geometry.
Bridge abutments and piers
for the Westfir bridge.
As I built the pieces for the
bridge, I also needed to address roughing-in the overall scene. Critically, I needed to sort out the log pond
and river. My base plate provided too
deep a scene for the log pond, but that same depth was needed for the deck
truss bridge. Fortunately, the prototype
Western Lumber created their log pond using a series of dams on the North Fork
of the Willamette River. http://spcascades.railfan.net/westernLumberCo.html Although I rearranged the relative location
of the bridge and the pond, the prototype inspiration remained. I was able to raise the pond and the river
beside it by the thickness of a 2x4 on the flat (1.5 inches thick) plus a
hardboard sheet for the new water level.
This provided more acceptable geometry for the log chain leading to the
de-barker and sawmill. Still, I needed
to rough-in a stepped-down set of levels leading from the sawmill to the log
pond. This needed to be done before the
bridge was installed.
View of Westfir bridge scene
with log chain leading up from the log pond through the de-barker to the
sawmill.
SP 8529 leads a RR-East train
over the new bridge over the North Fork of the Willamette River at
Westfir. Behind the locos is a tunnel
portal mock-up for Tunnel 22 which penetrates a ridge leading into Oakridge. The final model portals are in the packaging propped
up against the backdrop.
Another view of the new
bridge at Westfir with the sawmill and its support structures in the
foreground.
The two-month break in my
regular operating schedule caused by the Labor Day Weekend impact on my normal
First Saturday schedule provided the final element needed for installation of
the bridge. With a two-month break, I felt
more confident in my ability to reassemble the railroad in time for the next
operating session.
The entire scene at Westfir
is an important one to my railroad. It
is good to be fleshing it out at last!