History of the Royal Sappers and Miners, Volume 1 (of 2): From the Formation of the Corps in March 1712 to the date when its designation was changed to that of Royal EngineersConnolly, T. W. J. (Thomas William John)
History
History of the Royal Sappers and Miners, Volume 1 (of 2): From the Formation of the Corps in March 1712 to the date when its designation was changed to that of Royal Engineers
Connolly, T. W. J. (Thomas William John)
Great Britain. Army. Royal Sappers and Miners
Barrels for the purpose—four feet long by two feet at the swell—were
obtained from a wine manufactory in the village; chestnut planking,
nails and bolts from different houses; trees from the adjacent
plantations to form the framework and shore piles; and bars of iron
grating, taken from the vaults of a country churchyard, were converted
into a chain of 20-inch links, and stretched across the river. This
chain was fastened at one bank to a huge fragment of rock, brought from
a distance by means of a hastily-constructed sledge; and at the other it
was held firmly by one of the ordinary methods. The number of casks
employed in the formation were thirty-five, arranged in five floats or
piers of seven each, two piers being lashed together at each end of the
raft, 18 feet from either shore, and one in the centre with a space
between of 12 feet from either float. The piers were fixed in strong
cradles or frames, and by simple connections each maintained a
reciprocal bearing upon the other. From the low or south shore the raft
was approached by a jetty 120 feet in length, resting on young trees
driven into the soil in a double row, 8 feet wide and 10 feet asunder;
and from the other by a wide gangway supported on a sunken rock, which
was heightened to the required altitude by a pier of stout masonry built
at the moment. The superstructure consisted of planks secured to frames,
and also to baulks longitudinally laid on the floats; and when all was
completed, the bridge was held in position by means of poles, 8 feet in
length, running from the piers and linking to small double chains, which
again were moored to the great chain cable by a series of stout hanger
hooks. The slopes to the raft at each end were easy and natural, and
contrivances were effected which permitted the bridge to ride with the
tide without disarrangement. On both sides a hand-rail was placed for
the convenience of the troops, which gave it a neat and finished
appearance; and though executed with the hurry which a pressing movement
demanded, it was so firmly put together that it fulfilled in every
respect the objects of its construction, without even sustaining a break
from the force of the current or fury of the storm.[202]
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Footnote 202:
Manuscript, Royal Engineer Establishment. The details of the
construction of this bridge have been considered sufficiently
interesting to be preserved in a model at the royal engineer
establishment at Chatham.
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Public-domain text, read in full here on John Shaqi.
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