The Valuation of Public Service Corporation Property: Transactions of the American Society of Civil Engineers,; vol. LXXII, June, 1911, ASCE 1190Riggs, Henry Earle
General
The Valuation of Public Service Corporation Property: Transactions of the American Society of Civil Engineers,; vol. LXXII, June, 1911, ASCE 1190
For villages and cities, and for lands devoted or adapted to special
purposes, an accurate estimate of the cost of reproduction of the right
of way can be determined only by a specific investigation of the
conditions in each community. While it is difficult to conceive all the
activities and sentiments which have growth in, from, and of railway
operation, as being in existence without the railway, it is only through
such an assumption that one can estimate correctly the make-up of the
items of cost of reproducing a railway as such railway may now exist. To
assume that the railway, not existent for the purpose of estimating the
cost of reproduction, will now receive the donations of land and moneys
that were made half a century ago, is merely going back to a
determination of what the road has actually cost; and that is contrary
to the intent of the theory of the cost of reproduction. The conception
of a parallel line is not correct, for it imposes thereby a further
burden on properties which have already contributed to the public good,
probably to an extreme extent, and gives an abnormal cost for right of
way, as shown when a railway seeks to enlarge its terminals in a crowded
community, or to find a new entrance into a populous city.
So, too, in estimating on the formation of the roadway, one must
consider the roadway to be reproduced as being obliterated—all cuts and
borrow-pits refilled, and all embankments and spoil banks removed from
the right of way—but all other lines of transportation, except the
railway to be reproduced, must be considered as being in existence as
they actually are at the date when the estimate of cost of reproduction
is made, and that such other lines of transportation are available for
bringing in machinery, tools, teams, materials, and supplies for the
construction of the railway to be reproduced. It is only by such an
assumption that the benefit of the improved means and methods of
construction now prevalent can be obtained; but it is not permissible to
estimate for the construction of a railway with different grades,
alignment, roadbed, widths, or with different materials than that of the
railway to be reproduced merely because such construction at this day
might be actually cheaper or better than to construct it in exact
duplication. For example, if the rock cuts on the roadway to be
reproduced be only 18 ft. wide, with ¼:1 slopes, one must not figure on
the greater economy of steam-shovel excavation, because the steam shovel
cannot be worked in cuts of that width; nor can the spoil from such cuts
be carried long distances to eliminate a possible solid-rock borrow
originally made elsewhere, because long hauls are practicable in
steam-shovel work, but wanting in excavations where the mule is the
transportation force. So, too, it is not permissible to estimate on
reinforced concrete bridges to take the place of more costly cut-stone
arches, if cut-stone arches are the structures that have been actually
built.
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