Charles
A. Eggie, a retired Pennsylvania Railroad plumber foreman assigned to
the Wilmore pans, tells a tragic story:
Even
through the windows closed against the bitter night, a scream was heard
in the house alongside the track pans. The occupant, a railroad man,
knew exactly what it meant, and he grabbed for the phone to have the
eastbound freight flagged down at the next tower. There, the body of
a tramp was found frozen against the back end of the tender. Hitching
a ride in the blind hanging on the back of the tender, the
tank filled from the trough, and overflowed down the back of the tender,
soaking the man in water that rapidly turned to ice. He screamed but
dared not let go, and died.
Winter
was a difficult time for scooping water, both on the engine and on the
ground. When approaching the pans in very cold weather, it was not uncommon
for firemen to make the dangerous climb over the coal pile to look back
for any poor soul hiding in the blind, but under catenary, this climb
typically was not attempted for fear of electrocution.
At
first there was considerable complaint that the troughs were often not
more than two-thirds full.... The pumpmen were instructed to inspect
the troughs five minutes before
schedule time of trains.... It has been suggested that a float valve
might be installed to allow the troughs to be filled automatically,
but as the pumpmen were required to patrol the trough regularly. . .it
is not considered that this would be any advantage, as it might make
the pumpmen careless.
(E. E. Russell Tratman, Railway Track and Track Work; McGraw-Hill,
New York, 1909.)
Track
pans were not standard catalog items; hence, there were many variations
in their construction. The length of pans grew over the decades, with
early pans ranging up to 1200 feet. By the 1940s, the typical length
was between 1500 and 2500 feet. The PRR pans averaged 1500 feet. The
longest pans were also on the PRR: 2685 feet at Wilmore, PA. Length
depended in part on the characteristics of typical trains, whether locomotives
were double-headed, and the effect of topography on water consumption.
Quite typically, several tracks had pans in parallel operation. Pans
were constructed on flat terrain and preferably not on curves. With
variations, they averaged from 30 to 45 miles apart.
Except
for some very early wooden construction, and some of bolted cast iron,
most pans were constructed of steelfirst riveted plates and later
formed steel sections welded together. They were usually fastened by
spikes applied to flanges welded on the sides of the pan. The spikes
were applied so as to permit expansion and contraction. Steel track
pans were usually between 3/16 in. and 3/8 in. thick, often with a lip
of some four inches rolled over from the top. Pan depth was between
six and eight inches; width varied between 19 and 29 inches.