Chronicles of London Bridge. Richard Thompson

      “Deeply as I venerate the memory of the great builder of that Bridge, which continued for so many centuries the wonder of Europe, yet I must not omit to notice to you, that many persons have grievously condemned his labours; the principal objections to which are summed up in the ‘Londinium Redivivum,’ of Mr. James Peller Malcolm, London, 1802–1807, 4to. volume ii. page 386, where he thus heavily censures that erection. ‘Whatever were the pretensions of Peter of Colechurch to eminence as an Ecclesiastical Architect, I think any person who views Vertue’s print of London Bridge, as it stood in 1209, will allow that he was a very bad Civil Engineer. He seems to have delighted in the number of his piers, which amounted to nineteen; and he was so ignorant of the true principles by which he should have been governed, that the centre was swelled into a Chapel, reducing the adjoining arches to half the diameter of the remainder. Indeed, it is wonderful that those piers maintained their situation, when we reflect how the torrent now rushes through, hurling heavy laden barges along as if they were feathers on the stream, when every practicable remedy to enlarge them has been applied.’

      “An Architect of nearly an hundred years since, however, has considered these objections with somewhat more of mathematical proof; and what is better, even whilst he admits their full force, he still venerates the memory, and dares to applaud the public spirit, of the blessed Peter of Colechurch. You will readily guess that I allude to Master Nicholas Hawksmoor’s ‘Short Historical Account of London Bridge, with a proposition for a New Stone Bridge at Westminster,’ a quarto pamphlet of 47 pages, and 5 folding Copper-plates, originally published in the year 1736, for two shillings. The Author observes, at page 9, that the whole breadth of the River from North to South is nearly 900 feet, and that in his time there were eighteen solid piers of different dimensions, varying from 34 to 25 feet in thickness. According to this disposition, he argues, ‘the greatest water way is when the tide is above the sterlings, which is 450 feet, and, considering the impediments, it is not half the width of the River for the water to pass; but when the tide is fallen below the sterlings, the water-way is reduced to 194 feet—which is during the greatest part of the flux and reflux of the tide—and the river of 900 feet broad, is forced through a channel of 194 feet, which is not a quarter of the whole.’ We can at last, however, hardly judge of the Bridge of Peter of Colechurch with any degree of fairness, for that great benefactor of London died before he completed his Pontificate, as I may jocularly call it; and the author whom I last quoted, very candidly observes of him, that he, perhaps, ‘did not intend to add those immense Sterlings that have so much obstructed the River’s passage betwixt the Stone piers,’ and which, after all, are the great cause of the evil: for, says the same person, at page 13, when answering the common objection to altering London Bridge, on account of the expense attending it, ‘I have heard some masters of Hoys and Lighters say, that a Tonnage would willingly be paid for such a conveniency and security of their goods and vessels; and, as I have heard, an offer was made to pay Tonnage, if the Drawbridge had been opened, when the City last repaired it, to avoid the losses they suffered frequently by the Sterlings.’ ‘It is very probable,’ continues the same authority, ‘that the Sterlings were made afterwards, to keep the foundation of the piers from being undermined;—or, perhaps, these Sterlings might be increased after some damages that befell the piers, by the great quantity of ice which might be stopt by the narrowness of the arches; and those that intended to make the legs more secure, used such means as rendered them the less so, by the violent rapidity which they gave to the River so restrained,’ In addition to this, he also attempts an apology even for that very part of Peter’s Bridge, which has been the most condemned; having, perhaps, designed, says Mr. Hawksmoor, ‘by the narrowness of his arches, to restrain the ebbing of the tide, the better to preserve the navigation of the River above the Bridge, though it would not have any great effect if the Sterlings were taken away,’ considering ‘that if the River had its free course, it would ebb away so fast, that there would be scarce any navigation above the Bridge, a little time after high-water.’ This pamphlet also contains a defence of the Great Pier, which so violently excited the censure of Malcolm, who thought a Church on a Bridge was thrown away; for at page 12, he states that it might be intended ‘firstly to be a steadying of the whole machine, instead of making an angle, as it is in the famous Bridge at Prague, and in some of the Bridges in France; so that this fortress was placed in the middle of the Bridge, to stem the violence of the floods, ice, and all other accidents that might be forced against it. Secondly—that if by any accident of the ice or flood, or undermining any of the legs,’—he means the piers, but Hawksmoor frequently uses this very ungraceful epithet—‘some of the arches might fall, as five did, Anno 1282, yet, by the help of this great buttress—though this damage was done on one side—the arches on the other side stood firm, so that there was less expense, and greater encouragement to make the repair. The third reason was, that he had an opportunity to shew his piety, having a situation for erecting a Chapel, which was done, and his body deposited in it.’

      “At the great repair of London Bridge, which took place between 1757 and 1770, several additional arguments were brought forward against the original edifice; of which Mr. Robert Mylne, in his Answers to the Select Committee of the House of Commons, for improving the Port of London, dated May the 15th, and October the 30th, 1801, printed in the Fourth Report of that Committee, states the following particulars. ‘The houses,’ says he, ‘being then taken down, and the sides of the Bridge being dismantled, the internal masses of its great bulk were found little better than rubbish, and of bad mason-work, &c. without active exertion, or even inert resistance. The original Piles, under the original stone-work of a very narrow Bridge, between the two modern sides and extreme parts, by cutting into the sides of the piers, and by one old being opened up, and totally removed, have been found composed of Sapling Oak and some Elm, carelessly worked, neither round nor square, but much decayed.’

      “And now, worthy Mr. Barbican, having told you some of the objections to, and apologies for, the Bridge of the venerable Peter of Colechurch, before we ascend to the parapet, to examine the buildings which stood upon it, let me observe to you, that there are engraved Ground-plans of this Bridge, in George Vertue’s prints, which I shall mention more particularly hereafter, and also in Hawksmoor’s tract from which I have so largely quoted.”

      Here let me for a moment interrupt the narrative of Mr. Postern, by stating that on the next page the Reader has a reduced copy of the interesting plan last mentioned, to which are subjoined Hawksmoor’s own measurements, and some additional particulars, also taken from Vertue; on the accuracy of every part of which, we have the best authority for placing the most complete reliance.

      Ground plan of the first stone Bridge At London: commenced AD 1176, and completed AD 1209.

DIMENSIONS AND REFERENCES.

       COMMENCING AT THE CITY, OR NORTH END.

       Table of Contents

	Feet.	Inches.
Breadth of First Arch	10	—
—————— Pier	30	—
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