Table of Contents Table of Contents
Previous Page  176 / 236 Next Page
Information
Show Menu
Previous Page 176 / 236 Next Page
Page Background

168

INTERNATIONAL AMERICAN CONFERENCE.

Th~

snrveys for the Nicaragua Canal

h~~ve cov~>rP,d

tbe t err itory iu t be westeru part

of the State of

Ni

amgua, and tbe e show to the country be very favorable for rail–

wa.y building.

Here ag:J.i.n there is a large proportion of tbe population in the cities of L on, Ma–

nngna., Granada, Rivas, etc.

The Nicaragua Ra.ilway having a general uirection

parallel to tbe

coa.st

may be used in the through line.

.At the Goascoran, the line

will be about at sea.-level and little cbange in elevation

will

be required from this

pomt alrnost to the I:sthmus of Panama.

Cro ·sing tbe Goa ·coran, the line will skirt the Gulf of Fonseca, passing through

the State of Honduras, the town of Choluteca, crossing the Rio Negro, and tbence to

the nearest point, Chinandega, of the Nicaragua Railway. The distance through

Honduras will be about

90

miles to Chinandega, or about

120

miles from San Miguel.

Tbe Nicaraguao Ra.ilwa.y consists of two sections,

58

miles

a.nd

32

miles eacb in length,

comruunication between them being ca.rried on by a line of steam-boats on Lake

Managua, but they could easily be united by a line of railway. About

45

miles only

of the first sect.ion can be used in tbe tbrongh line from Chinandega to Momotombo.

From Granada, the southern terminus of the Nicaragua Railway, the Intercontinental

line would then follow the sbores of Lake Nicaragua to the city of Rivas (or Nica–

ragua),

150

miles from Chinandega, and still following the lake wonld cross tbe

frontier line ofCosta Rica.

Here the question arises as to whether the Pacific or the Atla.ntic slope should be

followed.

It

is reportad that a syndicate has been formad to build a line from Jimenez,

on~the

Co t.a. Rica Railway,

northwestwo.rd

to the mouth of the San Carlos River,

aml tJ:}at tbe conces ion ha been granted by the government. A conC\ession has been

gr¡{ñt¡ed very recently for a.notber line from Esparta northwestward to the Nicaragua

h~~ndary.

The generalline

m

ay take eitber of these: the .Atlantic or the Pacific coa t

being followed to the isthmus, or the Pacific coast to Esparta, thence across the State

by the line now a.lmost completad to Matiua. and from there sonth along the Atlantic

coa

t.

While the latter would pass through the most popnlous region, it wonld be longer

than either oftbe others and the grades of the Costa Rica Railway are heavy. The

di tance from the northern to the sonthern boundary is tbe same by eit.her of the

other routes, but it is believed tbat the Atla.ntic slope is richer both in agricultura!

and mineral produetion , and hence would no doubt be better for tbe through line.

From the Nicaragua boundary the line wonld reach the nea.rest point ofthe San Carlos

line, thence to Jimenez on the Costa Rica Railway, thence to Matina, and southward

along the éoast. From the southern terminns of the Nicaraguan Railway

to

Jimenez

is abont

210

miles, of which about 75 miles will be along the San Carlos line. From

Jimenez

to

Matina

is

about 33 mile , and from Matina, to the frontier about 130 miles.

Thns to carry commnnication through Central .America from the

City

of Mexico

requires abont 1,700 miles ofrailway, ofwhich 293 miles are already constrncted and

in operation, 780 miles are under construction and survey, and 625 remain still to be

located. Tbe figures for tbe line through the interior are slightly different, bnt in

each case they can only be appro:rimate on

~ccount

of the inaccnracy of the

ma.ps

.

Few snrveys have been made, and those are confinad to sorne ronte proposed for a

mil way or a canal.

Tbe elevation , as ha been said, from San Miguel in Salvador, all the way

to

tbe

seuthern bonndary of Costa Rica, do not change much, and hence the grades will

probably

be

light. There are a nnmber of river , bnt it is believed that noue of them

would require long or expensive bridges. Tbe engineer' e timates for the Costa Rica

Railway were

$37,500

per mile, and this in the difficult part; hence the average co ·t

oftbe Internationalline from the City of Mexico through Central .America wonld

probably be no greater. The traffic which !t would reach would nndoubtedly be re–

munerativa, for

all

tbese countries are -very rich botb in agricnltnral and mineral

.reeonoee.