Track Laying Made Easy
On The Belmont Agricultural Railway
There are
apparently a lot of myths about gauge #1 (45 mm) track. I have used "floating" track for
more than 4 years now. The system is
designed to be simple and trouble free; the dimensions, tie spacing, etc.,
mimic Welsh 2' slate railway practice, especially the Festiniog Railway.
I use Llagas code 250 NS rail, which scales
to 40-45 pound rail in 7/8" scale. Close enough for me to the Festiniog,
which uses 50-pound rail. I use 6'
lengths of rail, loose Stainless Steel rail joiners with a 1/16" -
3/32" gap between rail ends for expansion, with Llagas TPPs (which float
in 1/8" holes drilled through ties for drainage) and 11/16" square x
4 " long red cedar ties cut from 1 1/2" sq. posts purchased from Home
Depot which I quarter lengthwise.
(Note: Llagas no longer offers the TPPs)
The photo below
shows how I prepare the ties for the TPPs. First I drill a hole in the center
of a tie, which is butted up against the back of the jig. Then I place the
first hole over the headless nail seen on the left and push the tie against the
back of the jig to locate the second hole.
On the right, from the
rear, are a regular drilled tie, a thin tie with TPPs, new Llagas code 250 NS
rail; same after 3 years out of doors, and the TPPs.
I do not use
stringers except under the #6
turnouts, which I buy
from Model Engineering. I modify them by replacing the plastic throw
bars, which deteriorate in sunlight, with brass. Where the ties are exposed, as on bridges, I cut them half depth
(5/16" x 11/16") and space them on 1 15/16" centers which
corresponds to about 2' 3" and requires about 34 ties to lay 6' of track.
For ballast I use the "Mr.
Granite" system by Limecrest™.
This is a mixture of coarse ("Step 1") and fine ("Step
2") granite chippings and sand, usually used for building flagstone
terraces. In exposed areas, I top
dress with "Step 2" mixed 2 parts to 1 part mortar (sand) mix: a
light water spray bonds everything together and anchors the ties nicely.
I live in
Southeastern PA, USA a "frost zone" and the track work has come
through three winters and most of a fourth, (one severe) and Hurricane Floyd
which gave us 26" of rainfall during a 24 hours period with only a little
scouring under a tree drip line! The
track, after I wet down and tamp both the coarse and fine ballast remains level
but tends to work laterally a bit, which is OK for light traffic, and looks
very prototypical in along the line shots.
Two or three
times a year I examine the line (135' point to point, 160' of track, 5
switches) and replace a few ties and TPPs. When I do this, I top dress the
ballast with "Step 2" and spread about one pound per foot of
track. I just completed this process
and here is a summary of what it took me two hours to do:
One 3' section re-leveled in place
and re-ballasted.
One 6' section lifted, 20 of 34
ties replaced, re-leveled, replaced and re-ballasted.
One 4' curved (10' radius) section
lifted, 10 of 23 ties replaced and re-ballasted.
In isolated locations I replaced 5
ties and about 20 TPPs.
I also learned
the hard way not to use aluminum rail joiners with NS rail. They corrode in
moist locations, like the northern tunnel approach. I replace all of the aluminum rail joiners with stainless steel
joiners, which are holding up well.
Overall, the
line, the majority of which is at ground level, is now level, except where
there is a deliberate grade, with a little side-to-side "wiggly
ness."
The TPPs look
like a tie plate with four spike heads, which slide or snap onto the rail
bottom and have a "plastic pin" which slips into a hole pre-drilled
into the ties. By pressing down on an
individual tie, I can slide it our from under the TPPs and the rails and
replace it with a new one easily. I then
re-tamp the ballast to hold the tie in place under the rails. I have found replacing a few new ties on a
stretch where the ties have weathered provides a very nice visual contrast
between the old and new ties.
Jonathan Black
|