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During the time that he held the office of surveyor to the county

of Salop; he erected no fewer than forty…two; five of which were of

iron。  Indeed; his success in iron bridge…building so much

emboldened him; that in 1801; when Old London Bridge had become so

rickety and inconvenient that it was found necessary to take steps

to rebuild or remove it; he proposed the daring plan of a cast iron

bridge of a single arch of not less than 600 feet span; the segment

of a circle l450 feet in diameter。  In preparing this design we

find that he was associated with a Mr。 Douglas; to whom many

allusions are made in his private letters。*'6'  The design of this

bridge seems to have arisen out of a larger  project for the

improvement of the port of London。  In a private letter of Telford's;

dated the 13th May; 1800; he says:



〃I have twice attended the Select Committee on the Fort of London;

Lord Hawkesbury; Chairman。  The subject has now been agitated for

four years; and might have been so for many more; if Mr。 Pitt had

not taken the business out of the hands of the General Committee;

and got it referred to a Select Committee。  Last year they

recommended that a system of docks should be formed in a large bend

of the river opposite Greenwich; called the Isle of Dogs; with a

canal across the neck of the bend。  This part of the contemplated

improvements is already commenced; and is proceeding as rapidly as

the nature of the work will admit。  It will contain ship docks for

large vessels; such as East and West Indiamen; whose draught of

water is considerable。



〃There are now two other propositions under consideration。  One is

to form another system of docks at Wapping; and the other to take

down London Bridge; rebuild it of such dimensions as to admit of

ships of 200 tons passing under it; and form a new pool for ships

of such burden between London and Blackfriars Bridges; with a set

of regular wharves on each side of the river。  This is with the view

of saving lighterage and plunderage; and bringing the great mass of

commerce so much nearer to the heart of the City。  This last part of

the plan has been taken up in a great measure from some statements

I made while in London last year; and I have been called before the

Committee to explain。  I had previously prepared a set of plans and

estimates for the purpose of showing how the idea might be carried

out; and thus a considerable degree of interest has been excited on

the subject。  It is as yet; however; very uncertain how far the

plans will be carried out。  It is certainly a matter of great

national importance to render the Port of London as perfect as

possible。〃*'7'



Later in the same year he writes that his plans and propositions

have been approved and recommended to be carried out; and he

expects to have the execution of them。  〃If they will provide the

ways and means;〃 says he; 〃and give me elbow…room; I see my way as

plainly as mending the brig at the auld burn。〃  In November; 1801;

he states that his view of London Bridge; as proposed by him; has

been published; and much admired。  On the l4th of April; 1802; he

writes; 〃I have got into mighty favour with the Royal folks。  I have

received notes written by order of the King; the Prince of Wales;

Duke of York; and Duke of Kent; about the bridge print; and in

future it is to be dedicated to the King。〃



The bridge in question was one of the boldest of Telford's designs。

He proposed by his one arch to provide a clear headway of 65 feet

above high water。  The arch was to consist of seven cast iron ribs;

in segments as large as possible; and they were to be connected by

diagonal cross…bracing; disposed in such a manner that any part of

the ribs and braces could be taken out and replaced without injury

to the stability of the bridge or interruption to the traffic over it。

The roadway was to be 90 feet wide at the abutments and 45 feet

in the centre; the width of the arch being gradually contracted

towards the crown in order to lighten the weight of the structure。

The bridge was to contain 6500 tons of iron; and the cost of the

whole was to be 262;289L。



'Image' Telford's proposed One…arched Bridge over the Thames。



The originality of the design was greatly admired; though there

were many who received with incredulity the proposal to bridge the

Thames by a single arch; and it was sarcastically said of Telford

that he might as well think of 〃setting the Thames on fire。〃

Before any outlay was incurred in building the bridge; the design

was submitted to the consideration of the most eminent scientific

and practical men of the day; after which evidence was taken at

great length before a Select Committee which sat on the subject。

Among those examined on the occasion were the venerable James Watt

of Birmingham; Mr。 John Rennie; Professor Button of Woolwich;

Professors Playfair and Robison of Edinburgh; Mr。 Jessop;

Mr。Southern; and Dr。 Maskelyne。  Their evidence will still be found

interesting as indicating the state at which constructive science

had at that time arrived in England。*'8'  There was a considerable

diversity of opinion among the witnesses; as might have been

expected; for experience was as yet very limited as to the

resistance of cast iron to extension and compression。  Some of them

anticipated immense difficulty in casting pieces of metal of the

necessary size and exactness; so as to secure that the radiated

joints should be all straight and bearing。  Others laid down certain

ingenious theories of the arch; which did not quite square with the

plan proposed by the engineer。  But; as was candidly observed by

Professor Playfair in concluding his report〃It is not from

theoretical men that the most valuable information in such a case

as the present is to be expected。  When a mechanical arrangement

becomes in a certain degree complicated; it baffles the efforts of

the geometer; and refuses to submit to even the most approved

methods of investigation。  This holds good particularly of bridges;

where the principles of mechanics; aided by all the resources of

the higher geometry; have not yet gone further than to determine

the equilibrium of a set of smooth wedges acting on one another by

pressure only; and in such circumstances as; except in a

philosophical experiment; can hardly ever be realised。  It is;

therefore; from men educated in the school of daily practice and

experience; and who to a knowledge of general principles have

added; from the habits of their profession; a certain feeling of

the justness or insufficiency of any mechanical contrivance; that

the soundest opinions on a matter of this kind can be obtained。〃



It would appear that the Committee came to the general conclusion

that the construction of the proposed bridge was practicable and

safe; for the river was contracted to the requisite width; and the

preliminary works were actually begun。  Mr。 Stephenson says the

design was eventually abandoned; owing more immediately to the

difficulty of constructing the approaches with such a head way;

which would have involved the formation of extensive inclined

planes from the adjoining streets; and thereby led to serious

inconvenience; and the depreciation of much valuable property on

both sides of the river。*'9'  Telford's noble design of his great

iron bridge over the Thames; together with his proposed embankment

of the river; being thus definitely abandoned; he fell back upon

his ordinary business as an architect and engineer; in the course

of which he designed and erected several stone bridges of

considerable magnitude and importance。



In the spring of 1795; after a long continued fall of snow; a

sudden thaw raised a heavy flood in the Severn; which carried away

many bridgesamongst others one at Bewdley; in Worcestershire;

when Telford was called upon to supply a design for a new structure。

At the same time; he was required to furnish a plan for a new

bridge near the town of Bridgenorth; 〃in short;〃 he wrote to his

friend; 〃I have been at it night and day。〃  So uniform a success had

heretofore attended the execution of his designs; that his

reputation as a bridge…builder was universally acknowledged。

〃Last week;〃 he says; 〃Davidson and I struck the centre of an arch

of 76 feet span; and this is the third which has been thrown this

summer; none of which have shrunk a quarter of an inch。〃



Bewdley Bridge is a handsome and substantial piece of masonry。

The streets on either side of it being on low ground; land arches

were  provided at both ends for the passage of the flood waters;

and as the Severn was navigable at the point crossed; it was

considered necessary to allow considerably greater width in the

river arches than had been the case in the former structure。

The arches were three in numberone of 60 feet span and two of 52

feet; the land arches being of 9 feet span。  The works were

proceeded with and the bridge was 

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