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Documen 66, p 16

146 (16)
must have been at least at the rate of one Thousand Feet in a Minute;
but that Mr Donkin was so far from then apprehending any danger
to the Bridge itself, that he had just sent his Son with some Masons
over it from the North to the South End to examine the State of the
detached Land Arches, which had also been erected there for the
safety of the Bridge in time of violent Floods; which they reported
to be, (and still remain) safe, but that very soon after, the main
Body of the Bridge began to shew Symptoms of Failure, and in
half an Hour the greatest part of it was brought into that the same
State of Ruin in which it now nearly remains.
In Answer to that part of the Interrogatory whether the failure
above mentioned was caused by any real defect in the Bridge, or
the Construction thereof, or by the unusual Violence of the Flood accord
-ing to this Deponent’s Knowledge and Belief: He this Deponent further
answering says, that he is clearly of Opinion that the failure of the
Bridge was not caused by any defect therein, or the Construction thereof,
according to the Principles whereon it was built, or intended to be
built; but that the same was entirely owing to the unusual Suddenness
and Violence of the Flood at the time mentioned. And in this Opinion
this Deponent is the more clearly confirmed, because in the Year 1779
when all the Piers of the late Bridge were laid in the River, but the
upper Works not completed, there then happened a Flood so remarkably
violent, that according to the Observations of J Pickernell, which he
soon after reported to this Deponent, the difference of the level of the
Water, between the Upper and the lower or downstream Side of the
16 Bridge

Note: Mr Smeaton's Replies to Interrogatories p16

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Transcribed by CTW and RMS