Marco Polo found them in several places, particularly in Hang-cheu, the ancient capital of Southern China. This noble city has on one side the Si-hu, or western lake, and on the other is the vast river Tsien-tang-kiang, which at high tide is nearly four miles in width. Its waters are distributed by canals through every quarter of Hang-cheu, so that many bridges are necessary. Towards the end of the thirteenth century, when Marco Polo made visits to Hang-cheu (which he described as Kin-sai, or the “celestial city”), bridges over the canals were so frequent that popular opinion, glad to show off an Oriental exaggeration, declared their number to be twelve thousand, though a census had not been taken. “Those which are thrown over the principal canals,” says Polo, “and are connected with the main streets, have arches so high, and built with so much skill, that vessels with their masts can pass under them, whilst, at the same time, carts and horses are passing over their heads,—so well is the slope from the streets adapted to the height of the arch.” And another early traveller, P. Le Comte, with graphic brevity, writes as follows of the grand canal: “Outre ces digues, on a basti une infinité de ponts pour la communication des terres: ils sont de trois, de cinq, et de sept arches; celle du milieu est extraordinairement haute, afin que les barques en passant ne soient pas obligées d’abaisser leurs masts” (“Nouv. Mém. de la Chine,” Tom. 1, p. 161). There is also a description written by Barrow, who visited Hang-cheu before 1830, and whose testimony confirms that of much earlier travellers. Barrow was impressed by “a great variety of bridges” that spanned most of the canals. Some had “piers of such an extraordinary height, that the largest vessels, of two hundred tons, sailed under them without striking their masts.” Last of all, in recent photographs the stone bridges of China are steep whenever they are built with arches, so we can follow the Chinese gabled bridge from our own time to the thirteenth century. They came into use partly because they were convenient to shipping, and partly because they could be erected from low embankments.

APPENDIX II

STEEP ROMAN BRIDGES

Young pontists are always eager to know whether the Romans built gabled bridges, setting an example both to the East and to the West. On this topic there is little evidence, for most of the Roman bridges were built of timber. At Rimini, in the famous bridge of Augustus, there is an ascent at each end over the abutment, and at Alcantarilla, near Utrera, in Andalusia, the Roman bridge may be described as hog-backed. It crosses the Salado, a tributary of the Guadalquivir. Recently Mr. Edgar Wigram visited Alcantarilla, and he writes to me as follows:—

“The Roman bridge there is most interesting, almost untouched by restoration, yet it remains serviceable. It is a hog-backed structure of two arches, each about thirty-five feet in span; the width between the parapets may be fifteen feet, but a swarm of bees happened to be merry on the bridge, so I did not try to take accurate measurements. The voussoirs and spandrils are of stone with hammer-dressed faces, while the soffits are formed with wedge-shaped blocks of concrete, and a certain amount of brick is found in the piers. Along the river on one side are remains of an embankment. A tower stands at one end of the bridge, placed centrally to it, so the road has to make a double turn to pass. One wall of the tower is destroyed, but the other three are still about half their original height. The lower courses are of big stone blocks, while the upper part of the faces are filled in with ‘tapia’ concrete; the angles (or at least the two which still remain intact) are grooved with a queer circular recess some twelve inches in diameter. What purpose these grooves can have served I do not know. They look as if they may have been intended to accommodate the hinge-posts of gates; but a gate hung in them would hardly swing through ninety degrees. If a second tower ever existed, its foundations do not appear above ground-level. At Córdova there is only one tower, and it stands in a very similar position. By analogy, then, we may suppose that a second tower was not built at Alcantarilla; yet the grooved angles seem to require a corresponding tower with corresponding grooves, if gates were ever swung from them. Perhaps the grooves formed pivots for some sort of defensive engine, such as the ‘iron hand’ of Archimedes, which seems to have been some sort of great grappling crane. The angles of a tower would be fit places to plant a weapon of this description; but we need help from an expert in ancient military engineering.”

INDEX AND GLOSSARY

INDEX AND GLOSSARY

Abutment Piers, these are so strong that they act as abutments, and hence the loss of one arch does not overthrow another by withdrawing a counterbalancing thrust from one side of a pier. Perronet says: “The piers of bridges ought to be considered either as performing the duty of abutments, or as relieved of this duty by the counteraction of the collateral arches, through which the thrust is carried from abutment to abutment of the bridge. In the first case, piers should resist lateral pressure as capably as the abutments themselves, that they may withstand the side thrust of the arch-stones which tends to overturn them, and which increases by so much the more as the arches are flatter and the piers loftier. In the second case, the piers must have substance enough to carry the weight of the two half arches raised upon the two sides of each pier respectively,” together with those parts of the upper works that lie over each pier. Roman piers are abutments also, as a rule, their thickness ranging from a half to a third of the spaces between them; the effect of this great bulk both on the current of rivers and on Roman bridge-building is described on page [284]. A great many bridges of the Middle Ages had abutment piers, but in many cases they were dams rather than bridges; the piers occupied far too much space in the waterways and caused terrible floods like those that happened at Lyons in the winter of 1839-40. Old London Bridge was a perforated dam ([p. 220]); and after her removal in 1831-2, an improvement was noted in the drainage, and consequently in the healthiness, of all the lower parts of London above bridge. So abutment piers, when they are either too thick or too numerous, are social evils. This fact was recognised by bridgemen at the beginning of the sixteenth century, when some diminution took place in the relative proportion of the piers of bridges to the spans of arches; and little by little a new routine came into vogue and displaced the abutment pier from all service. Here was another social evil, for long arched bridges with no abutment piers were unmilitary, and therefore at odds with the strategy of national defence. Not an arch could be cut without endangering its neighbouring arches. Gabriel and Perronet, after considering this fact, wished abutment piers to be revived in a discreetly effective manner ([footnote p. 338]), but their excellent advice was not followed. Defenceless bridges became fashionable everywhere, though they added innumerable anxieties to the perils of military war. The Valentré Bridge at Cahors should be studied as the best example of a mediæval battle-bridge, but the abutment piers might have been improved, [283-4]. To-day a new era in bridge-building is heralded by rapid improvements in airships and aeroplanes; there should be a congress of architects and engineers to discuss the urgent questions of national defence that the piers and footways of bridges bring before our common sense, [335], [358].