428

INTERVIEW WITH LORD HOWICK.

[PART II. shareholders in the Atmospheric Company were happily prevented investing their capital in what would unquestionably have proved a gigantic blunder. For, less than three years later, the whole of the atmospheric tubes which had been laid down on other lines were pulled up and the materials sold, including Mr. Brunel's immense tube on the South Devon Railway*—to make way for the working of the locomotive engine. George Stephenson's first verdict of "It won't do" was thus conclusively confirmed.

Robert Stephenson used afterward to describe with gusto an interview which took place between Lord Howick and his father, at his office in Great George Street, during the progress of the bill in Parliament. His father was in the outer office, where he used to spend a good deal of his spare time, occasionally taking a quiet wrestle with a friend when nothing else was stirring.† On the day in question, George was standing with his back to the fire, when Lord Howick called to see Robert. Oh! thought George, he has come to try and talk Robert over about that atmospheric gimcrack; but I'll tackle his lordship. "Come in, my lord," said he; "Robert's busy; but I'll answer your purpose quite as well; sit down here, if you please." George began, "Now, my lord, I know very well what you have come about: it's that atmospheric line in the North; I will show you in less than five minutes that it can never answer." "If Mr. Robert Stephenson is not at liberty, I can call again," said his lordship.

*The atmospheric lines had for some time been working very irregularly and very expensively. Robert Stephenson, in a letter to Mr. T. Sopwith, F. R.S., dated the 8th of January, 1846, wrote: "Since my return [from Italy] I have learned that your atmospheric friends are very sickly. A slow typhus has followed the high fever I left them in about three months ago. I don't anticipate, however, that the patient will expire suddenly. There is every appearance of the case being a protracted one, though a fatal termination is inevitable. When the pipes are sold by auction, I intend to buy one and present it to the British Museum." During the last half year of the atmospheric experiment on the South Devon line in 1848, the expenditure exceeded the gross income (£26,782) by £2487, or about 94 per cent. excess of working expenses beyond the gross receipts.

"When my father came about the office," said Robert, "he sometimes did not well know what to do with himself. So he used to invite Bidder to have a quiet wrestle with him, for old acquaintance sake. And the two wrestled together so often, and had so many 'falls' (sometimes I thought they would bring the house down between them), that they broke half the chairs in my outer office. I remember once sending my father in a joiner's bill of about £2 10s. for the mending of broken chairs."

CHAP. XVII.] NEWCASTLE AND BERWICK RAILWAY.

429

"He's certainly occupied on important business just at present," was George's answer, "but I can tell you far better than he can what nonsense the atmospheric system is: Robert's good-natured, you see, and if your lordship were to get alongside of him you might talk him over; so you have been quite lucky in meeting with me. Now just look at the question of expense," and then he proceeded in his strong Doric to explain his views in detail, until Lord Howick could stand it no longer, and he rose and walked toward the door. George followed him down stairs to finish his demolition of the atmospheric system, and his parting words were, "You may take my word for it, my lord, it will never answer." George afterward told his son with glee of "the settler" he had given Lord Howick.

So closely were the Stephensons identified with this measure, and so great was the personal interest which they were both known to take in its success, that, on the news of the passing of the bill reaching Newcastle, a sort of general holiday took place, and the workmen belonging to the Stephenson Locomotive Factory, upward of eight hundred in number, walked in procession through the principal streets of the town, accompanied by music and banners.

It is unnecessary to enter into any description of the works of the Newcastle and Berwick Railway. There are no fewer than a hundred and ten bridges of all sorts on the line-some under and some over it-the viaducts over the Ouseburn, the Wansbeck, and the Coquet being of considerable importance. But by far the most formidable piece of masonry work on this railway is at its northern extremity, where it passes across the Tweed into Scotland, immediately opposite the formerly redoubtable castle of Berwick. Not many centuries had passed since the district amid which this bridge stands was the scene of almost constant warfare. Berwick was regarded as the key of Scotland, and was fiercely fought for, being sometimes held by a Scotch and sometimes by an English garrison. Though strongly fortified, it was repeatedly taken by assault. On its capture by Edward I., Boetius says, 17,000 persons were slain, so that its streets "ran with blood like a river." Within sight of the ramparts, a little to the west, is Halidon Hill, where a famous victory was gained by Edward III. over the Scottish army under Douglas; and there is

ROYAL BORDER BRIDGE, BERWICK. [By R. P. Leitch, after his original Drawing.]

scarcely a foot of ground in the neighborhood but has been the scene of contention in days long past. In the reigns of James I. and Charles I., a bridge of fifteen arches was built across the Tweed at Berwick; and now a railway bridge of twenty-eight arches was built a little above the old one, but at a much high

CHAP. XVII.]

NEWCASTLE HIGH-LEVEL BRIDGE.

431

er level. The bridge built by the kings out of the national resources cost £15,000, and occupied twenty-four years and four months in the building; the bridge built by the Railway Company, with funds drawn from private resources, cost £120,000, and was finished in three years and four months from the day of laying the foundation stone.

This important viaduct, built after the designs of Robert Stephenson, consists of a series of twenty-eight semicircular arches, each 61 feet 6 inches in span, the greatest height above the bed of the river being 126 feet. The whole is built of ashlar, with a hearting of rubble, excepting the river parts of the arches, which are constructed with bricks laid in cement. The total length of the work is 2160 feet. The foundations of the piers were got in by coffer-dams in the ordinary way, Nasmyth's steam-hammer being extensively used in driving the piles. The bearing piles, from which the foundations of the piers were built up, were each capable of carrying 70 tons.

Another bridge, of still greater importance, necessary to complete the continuity of the East Coast route, was the master-work erected by Robert Stephenson between the north and south banks of the Tyne, at Newcastle, commonly known as the High-Level Bridge. Mr. R. W. Brandling, George Stephenson's early friend, is entitled to the merit of originating the idea of this bridge, as it was eventually carried out, with a central terminus for the northern railways in the Castle Garth. The plan was first promulgated by him in 1841; and in the following year it was resolved that George Stephenson should be consulted as to the most advisable site for the proposed structure. A prospectus of a HighLevel Bridge Company was issued in 1843, the names of George Stephenson and George Hudson appearing on the committee of management, Robert Stephenson being the consulting engineer. The project was eventually taken up by the Newcastle and Darlington Railway Company, and an act for the construction of the bridge was obtained in 1845.

The rapid extension of railways had given an extraordinary stimulus to the art of bridge-building; the number of such structures crected in Great Britain alone, since 1830, having been above thirty thousand, or far more than all that previously existed in the country. Instead of the erection of a single large bridge consti

432

PROGRESS OF BRIDGE-BUILDING.

[PART II.

tuting, as formerly, an epoch in engineering, hundreds of extensive bridges of novel design were simultaneously constructed. The necessity which existed for carrying rigid roads, capable of bearing heavy railway trains at high speed, over extensive gaps free of support, rendered it apparent that the methods which had up to that time been employed for bridging space were altogether insufficient. The railway engineer could not, like the ordinary road engineer, divert his road, and make choice of the best point for crossing a river or a valley. He must take such ground as lay in the line of his railway, be it bog, or mud, or shifting sand. Navigable rivers and crowded thoroughfares had to be crossed without interruption to the existing traffic, sometimes by bridges at right angles to the river or road, sometimes by arches more or less oblique. In many cases great difficulty arose from the limited nature of the headway; but, as the level of the original road must generally be preserved, and that of the railway was in a measure fixed and determined, it was necessary to modify the form and structure of the bridge in almost every case, in order to comply with the public requirements. Novel conditions were met by fresh inventions, and difficulties of an unusual character were one after another successfully surmounted. In executing these extraordinary works, iron has been throughout the sheet-anchor of the engineer. In the various forms of cast and wrought iron it offered a valuable resource where rapidity of execution, great strength and cheapness of construction in the first instance were elements of prime importance, and by its skillful use the railway architect was enabled to achieve results which thirty years since would scarcely have been thought possible.

In many of the early cast-iron bridges the old form of the arch was adopted, the stability of the structure depending wholly on compression, the only novel feature consisting in the use of iron instead of stone. But in a large proportion of cases, the arch, with the railroad over it, was found inapplicable in consequence of the limited headway which it provided. Hence it early occurred to George Stephenson, when constructing the Liverpool and Manchester Railway, to adopt the simple cast-iron beam for the crossing of several roads and canals along that line-this beam resembling in some measure the lintel of the early temples -the pressure on the abutments being purely vertical. One of