The works of the railway were commenced on the 1st of May, 1866. It
was expected that they would be finished in twelve months, but various
circumstances have intervened to prevent the realisation of this
intention; the chief, the floods of September 1866, on the French side
of the mountain, when the waters rising higher than was ever known
before, committed wholesale devastation, not only upon the works of
the company executed up to that time, but upon the ten miles of the
already opened railway between St. Jean de Maurienne and St. Michel,
as well. The devastation extended from Termignon within seven miles of
Lanslebourg to St. Jean, a distance of twenty-eight miles. The Paris,
Lyons and Mediterranean Company has repaired the ten miles of railway
between St. Jean de Maurienne and St. Michel. The works of the roadway
from St. Michel, eighteen miles, to Termignon have been repaired and
their strength added to, by the French Government at an expense of
about £80,000. The French Government has also recognised the claim
of the Fell Railway Company to consideration, by agreeing to repay
two-thirds of the cost of reinstating its works as they were previous
to the floods, so that practically the company has incurred through
them a direct money loss of not more than from £3,000 to £4,000. It
has, however, sustained a heavy loss from not being opened to carry
the immense traffic which has crossed the pass during the spring, and
summer of the present year.
The railway is laid, not altogether but principally, on the outer side
of the roadway. The sleepers are transverse, three feet apart, to which
the outer or ordinary rails are fixed by bolts or nails. The line is
fenced off from the portion of the roadway to be used for ordinary
horse traffic, (the greater portion of which will disappear on the
opening of the railway) by means of substantial posts and rails. The
railway, in passing from one side of the roadway to the other, crosses
it thirty-three times, one more than half the number of these crossings
(seventeen) are on the roadway, where it is practically on the level.
The crossings are therefore of the ordinary character, such as are seen
in England and on the Continent; but inasmuch as the top of the centre
rail, which is laid upon and fastened to continuous balks of timber
bolted on to the transverse sleepers, is 9 inches higher than the outer
or ordinary rails, it has been found necessary to arrange that when the
roadway is open as a crossing, at those parts at which the centre rail
is in use, it shall be lowered, so that it shall not be higher than the
two outer rails. This is effected by a _mechanique_ extremely simple
in its action, moved by means of a lever, just as a pointsman moves
his points at an everyday railway station. One movement of the lever
depresses the centre rail, into a hollow made expressly to receive it,
to the level of its _confrères_, and when it is necessary to elevate
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account