Davidson v. . Cornell

30 N.E. 573, 132 N.Y. 228, 43 N.Y. St. Rep. 887, 87 Sickels 228, 1892 N.Y. LEXIS 1181
CourtNew York Court of Appeals
DecidedMarch 22, 1892
StatusPublished
Cited by91 cases

This text of 30 N.E. 573 (Davidson v. . Cornell) is published on Counsel Stack Legal Research, covering New York Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Davidson v. . Cornell, 30 N.E. 573, 132 N.Y. 228, 43 N.Y. St. Rep. 887, 87 Sickels 228, 1892 N.Y. LEXIS 1181 (N.Y. 1892).

Opinion

*232 Bradley, J.

The immediate cause of the giving way of the girders and the fall of the structure was the subject of some contention upon the evidence.

The plaintiff’s counsel contends that it was the result of the negligent failure of the defendants to perforin their duty to their employes, in that they did not use the care imposed upon them to provide a reasonably safe structure for the men to work upon, or proper means for its support or movement for the purposes of the service required. If that proposition, in its application to the cause of the calamity in question, had the support of evidence, the charge of negligence on the part of the defendants was sustained. (Ryan v. Fowler, 24 N. Y. 410; Pantzar v. Tilly Foster Mining Co., 99 id. 368; Kranz v. Long Island Ry. Co., 123 id. 1.)

There is no question about the competency of the men to perform the duties devolved upon them in the service. The charge of negligence against the defendants has relation mainly to the system provided for the performance of the work of construction in which the plaintiff was engaged, and Is, that there was a want of reasonable care in furnishing precautionary means for the safety of the employes upon it. The structure, called the traveler, containing the engine, boiler and other appliances, was moved on the girders from one crossbeam to another, having the weight of ten to twelve tons, and required a substantial support. In this instance, for some cause, it is said, the girders swayed as the traveler was moving along upon them, and they, with it, fell to the ground. There was no lateral bracing placed between the girders before this weighty structure, called the traveler, was moved over them. Sfor were the ends at the bottom bolted. The upper portion of each end of the girders extended beyond the lower portion, and when it projected onto the cross-beams, where it rested on a seat plate and was held by two bolts, the lower portion set up against the beam and its bottom rested upon a bracket,where provision was made for bolting it also, but the bolting there was omitted until after the passage of the traveler over the girders. This was the method of going along with the *233 work up to the time in question. There was evidence tending to prove that the bracing would have added materially to the stability of the girders, to the support of the traveler, and to the safety of the employes engaged upon it; and that such bracing is usual in like cases in other work; also that bolting the girders at the bottom as well as at the top would have •essentially aided in keeping them in the position in which they were placed. The conclusion was warranted that the situation in which the girders were when the platform conveying the engine, boiler and other implements was moved over them, was such as to be deemed in defective condition for such use and purpose. Not because the girders had not of themselves adequate strength, but for the reason that they had not the support to keep them in proper position which they should have had, and which may have been given to them by such lateral bracing, and further support would have been given by bolting the ends at the bottom. But it seems that the onward movement of the traveler was not delayed for that purpose, nor sufficient time to straighten bent girders. Another force of workmen was supplied to follow the traveler, laterally brace them, and straighten such of the girders as were bent and •complete the bolting of them at the ends. This plan and system of proceeding with the work of construction may have been adopted and employed quite as much in reference to ■expedition as safety. The movement of the platform on twelve wheels, each two feet in diameter, was slow and regulated, when necessary, by a rear or heel rope used to restrain its movement down grade and to aid in stopping its progress. And the steadiness of its movement very likely was supposed would give safety to it. But in view of the fact that it may have been rendered more so, and perhaps perfectly safe, by taking little more time to brace and bolt the girders before attempting to pass the platform over them, permitted the conclusion that failure to do so was negligence on the part of the defendants in the method adopted to proceed with the work. There was some, but not very satisfactory, evidence that the heel rope, as it was called, in the rear was defective, and on the occasion in *234 question was broken. On the part of the plaintiff, evidence was also given tending to prove that the rope or cable to which the power was applied to draw the traveler over the girders was not in line with its motion or movement, that the clamp employed, not being such as could be fastened to the crossbeam in direct line from the place it was attached for that purpose to the moving platform, was fastened a distance in advance of it to one of the "longitudinal girders. This was the subject of considerable evidence, and it is by no means clear that the divergence of this rope from the direct line of motion was such as.to be seriously prejudicial to the safe movement of the structure, although the evidence may have presented a question in that respect for the jury in connection with the condition in which the girders were when required to support the transmission of the platform over them. But the main question seems to have had relation to the defective manner in which the girders were stayed to their places.

It is, however, urged by the defendants’ counsel that although they may not have been as firmly supported as they should have been, the plaintiff, having been engaged on the work for considerable time, knew the situation of the girders, that they were neither braced nor bolted at their ends to the brackets on the cross-beams, and assumed such hazards as were incident to the operation of the platform on which he was engaged in the service. It is, as a general rule, true that a servant entering into employment which is hazardous assumes the usual risks of the service, and those which are apparent to ordinary observation, and when he accepts or continues in the service with knowledge of the character of structures from which injury may be apprehended, he also assumes the hazards incident to the situation. (Gibson v. Erie Ry. Co., 63 N. Y. 449; DeForest v. Jewett, 88 id. 264; Sweeney v. Berlin, etc., Envelope Co., 101 id. 520; Hickey v. Taaffe, 105 id. 26; Williams v. D., L. & W. R. R. Co., 116 id. 628.) Those not obvious assumed by the employe are such perils as exist after the master has used due care and precaution to guard the former against danger. And the defective condition of struc *235 tures and appliances which, by the exercise of reasonable care of the master, may be obviated, and from the consequences of which he is relieved from responsibility to the servant by reason of the latter’s knowledge' of the situation, is such as is apparent to his observation. (Kain v. Smith, 89 N. Y. 375; McGovern v. C. V. R. R. Co., 123 id. 280.)

It was plain to be seen that there was no lateral bracing between the girders. This the plaintiff knew.

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Bluebook (online)
30 N.E. 573, 132 N.Y. 228, 43 N.Y. St. Rep. 887, 87 Sickels 228, 1892 N.Y. LEXIS 1181, Counsel Stack Legal Research, https://law.counselstack.com/opinion/davidson-v-cornell-ny-1892.