Down at the lower end of the road the approach winds down the side of
the rocky heights. Here it is supported for nearly half a mile on a
great stone wall, which gradually grows smaller and smaller as the
approach nears the level of the river. At one point another great mass
of rock got in the way of the workmen, and they blasted their way right
through its centre. The carriages will disappear in this cut as though
they had been swallowed up by the rocks, and come out again on the other
side as they wind their way down toward the straight part of the road
along the river-bank. Over forty thousand cubic yards of rock were cut
out of this place alone, and the workmen used all this and much more to
fill in the cribs when they sunk them in the river below.
The big wall that supports the approach was another difficult part of
the work. In one place this is over forty feet high, and more than half
as thick at the bottom. Just think of a solid stone wall as high as a
house and more than half as thick at its base! It narrows down to two or
three feet in thickness at its top, like a pyramid of masonry, and above
this will be a railing to prevent people from falling off, for there is
to be a sidewalk along the outer edge of the driveway here. It took
many, many months to build that wall alone.
There will be two sidewalks in most parts of the new boulevard, but
people will be allowed to cross from one to the other only at certain
points, and then under the roadway. It would be dangerous to cross where
fast horses are constantly passing, so there will be two or three
tunnels, or transverse culverts, as the engineers call them, at
different parts of the driveway. These tunnels will pass under the
road-bed, connecting both sidewalks with stone steps at either side.
Sewer culverts, too, have been built at a number of points along the
driveway, for the amount of rain that drains off the slopes at the side
of the boulevard after a storm would almost undermine it if there were
not proper outlets for the water.
[Illustration: THE COFFER-DAM AT THE BEGINNING OF THE LEVEL STRETCH.]
Another engineering difficulty was found when the workmen reached the
lower end of the approach, for the rocky bluffs end suddenly there
before the approach has reached the level of the crib-work. Here they
had to dig down forty feet in the mud to get a hard bottom for the rest
of the support. A wooden wall was built around the spot to keep the
water out, and inside of this "coffer-dam," as the engineers call it,
the masons laid the foundations for the last end of the stone wall. It
was almost impossible to keep the wooden sides from leaking too, and
they had to keep pumps at work almost all the time to prevent the inside
from filling with water.
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.
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account