776 the structure, witli the further most important item, that whilst the latter has to be entirely rebuilt in so comparatively short a space of time, the former will stand with no repairs being needed, (requiring only to be occasion- ally painted), for a period, at a very moderate computation, of at least five times the duration- of any wooden structure whatever. And as the Rider bridge has received the highest encomiums from many scientific persons who have examined into its properties, and the plan of its construction, there will be little doubt that it will soon supersede all others and become the most useful and economical bridge that can be adopted. The Rider bridge has been in use on the Harlem railroad a year and a half, and fully- tested by the very able chief engineer of the road, Allen Campbell, Esq, the result of which haslinduced the company to give fur- ther orders; the properties and plan of-con- struction have been examined also by many other scientific and practical engineers, who have bestowed on the inventor the highest encomiums for his skill and ingenuity, and besides the bridges for the Harlem railroad, orders have been talrenfrorn the Erie rail road compiny, T. S. Brown, chiefengineer; the Louisa railtoal, Va., W. A. Kuper, chief engineer; the state of New York, by the Canal commissioners; and the White’s Cor- ners and Buffalo plank road company, near Buffalo; all of which‘ will be soon in“ use, ‘and may be referred to,.as-to the great utility of the Rider bridge over-all others now Testing Nal/ba7l'l8l Ricle)"s Patient Iron Truss Briclge. The committee of the National association of inventors, charged with the examination of the plan of an Iron bridge, submitted to the association by Mr. Nathaniel Rider, re- spectlully represent that they have inquired into the plan of said bridge, and have care- fully examined one which has actually been constructed in conformity with said plan at the workshop of the Harlem railroad compa- ny. They found that said bridge is composed of an octangular frame, the upper rail of which, with the queen posts, are composed of cast iron, while the lower rail iszformed of wrought iron ; this frame is diagonally braced by bars of wrought iron. In inquiring into the principles on which said. bridge is con- structed, the committee have come to the conclusion that the two materials are so _,com- bined as to bring each of them into action to resist the effects of a force applied to bend or break the structure, oti the riiode for which its peculiar nature and strength is obtained, with a small quantity of either material.——- i/Vithout entering into a comparison with other plans of spanning openings by either of these materials, or by their combinations, the committee feel warranted in expressing a de- cided opinion that the plan in question can be applied with great advantage and economy in various cases, and that it is particularly advantageous as a mode of constructing via‘- dncts on railroads. , In forming this opinion, the committee, unwilling to trust its theory known , and in confirmatiori oftlie foregoing reference is made to the reports and certifi- cates hereto annexed. , - - Ewlmct from the Report of lite. .C_ommillee on Roads and Bridges, made to the Jlfamigcrs oflhe 19l/I. A7L7Lua:l‘ Fair, ail/Le Castle Gamrlen, in the city of New York, Oct. 1846. Of Mr. Rider’s iron railroad bridge, the committee would say that in their opinion it is of great importance that railroad bridges should be constructed of a less destructible material than wood, and that every effort to obtain that result is entitled to encourage- ment. . Mr. Rider, in his plan, No 262, has aimed to effect this by a combination of wrought and cast iron, whereby, with a limited amount of material, the adequate strength is to be obtained. The committee think favor- ably ot the combination, and for bridges of not too large a span, believe that his plan alone, required the inventor to submit that which has been stated to have been actually constructed to the test of experiment.. In conformity with their request, the bridge, which has a spam. 0_ff0'rl_'z/feel, and contains about two and one half tons of iron, was loaded with a large locomotive engine, a ten- der, and a pair of large wheels with their axle; the latter being placed over oneof the abutments, was not reckoned in the weight, which omitting, amounted to Z-u'entg/four Ions. » L tUnder the pressure of this weight, the bridge sprang the forty-four hundredth part of an inch, and upon the removal of the en gine, which weighed eighteen tons, it imme- diately resumed its former figure. The committee, therefore, concluded that it must have borne at least four times the weight. without reaching the limits of its elasticity, which limits are far short of that at which danger of fracture is to be apprehended. The committee have, in conclusion, to will be found useful, and they, therefore, re- commend a favorable notice on the part of the institute. I-floimrio ALLEN, JOHN B. Jiaitvis, Committee. Joinv D. WARD, -- . I hereby certify that the above is a true copy from the report on file, Gold Medal awarded). H. MEIGS, Recording Sea. New York, Nov. 10th, 1846. Copy of Reports made by (L Committee op- - painted by tile National associattovt of - ‘centers, for the purpose-of e:ca.mini7z.g’aml state, that the plan in question requires the useof a less weight of materials than any other, with the exception of suspension bridges, and is in consequence, capable, if properly proportioned, of being constructed of a greater span than any bridge except those on the principle of snspension,to which its freedom from oscillation renders it far superior. JAMES RENWICK, GEORGE GIFFORD CLINTON ROSEVELT, J. L. KINGSLEY, J New York, July 27th, 1846. l Committee. AREERICAN RAILROAD JOURNAL. I certify that the above is it correct copy frotn the minutes. JOSEPH P. PIRSSON. Jit., Rec. See. New Y ark, April 41/1,, 1848. This is to certify that the Rider Patent Iron Bridge, now on the New York and Harlem railroad, crossing 109th street, of 70 feet span, is in as good condition now as when first built, and of a superiority over all bridges that I know of now in use. It was btfilt in April, 1847. PETER K. Bansrow, S'll]7e7'2i7Llé’7l(l£’7’Ll N. Y. and II. R. R. Enginee-rs Ofice, N. Y. and Ifarlcnt R R. g Crolon Falls July 29th 1848. An Iron bridge of about '70 feet span, on “ Riders plan,” was put on this road in April 1847, between the city of New York and Harlem, over which part of the road trains pass very frequently, and many ‘of them drawn by heavy engines. Alter SIX- teen months of continued use, the bridge has answered every expectation ; and so well sat- isfied am I of its strength and efficiency, that contracts have been made for several small spans of about the same length on the ex- tension of this road, which are now in pro- cess of erection. Several road and street bridges over the railroad, have also been built on this plan on the island of New York ; these are light,du- rable and cheap structures. From my knowledge of Ridei"s bridge, obtained from experience on the road, I coin- mend it to the favorable notice of railroad companies. ALLAN CAi\iri3i:LL, Chief Engineer‘. I_ have examined the plan upon which the Rider bridge is constructed, and fully conctir with the opinion above expressed by Mr. Campbell the chief engineer of our road. A ROBERT SCI-IUYLER, Presirlcnl N. Y. rmcl II. R. R. Couvvay 'T!lbl1Ifl—Jl'.flI;Jrii(lgc. the following statement in relation to the second tube over the Conway, on the Chester and Holy- head railway. The first one of the pair has now been in successful use several months without the least indication of yielding, and this one completes the double track at this point. The mail for Ireland will pass over this line next season, or as soon as the bridge-—-a similar structure—-is completed over the Menai Straits. These structures are ubblc evi- dences of the advance of the engineering science of the age, and leads us to look forward with confi- dence to the accomplishment of other equally diffi- cult and useful works VCHESTER. AND“ HOLYI-IEAD.-—Oct. 12.-The second tubular bridge over the Conway Straits was floated on the pontoons to the piers. The operation, combined with the stupendous machinery employed in the pro- cess, attracted large crowds from Conway, and other parts of the principalities. At pre- cisely 9 A. M., or 50 minutes before high water, Capt. Claxton, R. N., gave the signal, and almost immediately the tremendous freight was seen stealing to its destination.——-— Next to him was Mr. R. Stephenson, M. P., attended by several other engineers. The tube was lifted in about 60 minutes, com We find in the R. VV. Chronicle of 14th October, '