Shugart v. Atlanta, K. & N. Ry.

133 F. 505, 66 C.C.A. 379, 1904 U.S. App. LEXIS 4441
CourtCourt of Appeals for the Sixth Circuit
DecidedDecember 1, 1904
DocketNo. 1,311
StatusPublished
Cited by8 cases

This text of 133 F. 505 (Shugart v. Atlanta, K. & N. Ry.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Sixth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Shugart v. Atlanta, K. & N. Ry., 133 F. 505, 66 C.C.A. 379, 1904 U.S. App. LEXIS 4441 (6th Cir. 1904).

Opinion

LURTON, Circuit Judge.

John S. Shugart, a fireman in the-service of the defendant railway company, was killed by a derailment of the engine upon which he was firing. This is an action-under the Tennessee statute, by his widow, to recover damages.

At the conclusion of all of the evidence, the jury was directed to find for the railway company. There was no dispute but that the deceased was killed by the derailment of his engine. Neither is it claimed that the fact of the derailment and death of the decedent establishes any presumption of negligence, as it might if he had been a passenger. The case turned, in the judgment of the trial judge, and in the judgment of the counsel who have argued the case-here, upon the question of the proximate cause of the derailment.

The undisputed facts were that the engine derailed was hauling a work train of 12 cars engaged in carrying slag for ballasting purposes from one point on the road to another. As there was no turntable convenient, the engine was moved backward with tender in front. The derailment occurred when returning empty for slag at a speed not exceeding 20 miles per hour, taking that view of the evidence most favorable for the party against whom a peremptory charge is directed, a speed which does not seem to have exceeded the maximum allowed for trains of this class. The derailment occurred on a four-degree curve, and, from the indications on the ground, the fore wheel of the tender first mounted the outside rail at a point about 60 feet south of a certain stock gap. The flange rode this rail for some 10 feet, and then crossed the rail, and, after traveling on the ends of the ties, ran off the embankment and turned over. This action of the tender derailed the engine on opposite side of the track.

With reference to the condition of the roadway at place of the disaster, there was evidence that the timbers of the stock gap were rotten, particularly the stringers or sills which supported the cross-ties, and that, in consequence of the choking of the ditch under the gap, the ground had, softened, and the whole structure was depressed below the surface of the track an inch or more; that the outer rail, instead of being four inches higher than the inner rail, was lower than the latter by about one-half inch. There was also evidence that there were many low joints around the curve [507]*507which included this cattle gap, some being out of surface as much as from one to two inches, and, that there were many rotten cross-ties in same curve; that in some cases the spikes were out, and in others so loose as that they could be pulled out by hand. The evidence tending to show this condition of the roadway at this curve was strongly contradicted by the witnesses for the railway company. But that there was a very material conflict in respect to the condition of the roadway at the curve where this derailment occurred is not denied, and was assumed by the trial judge when he directed the verdict.

Expert witnesses testified that the effect of rough joints, in a curve, on each side of a depressed cattle gap, with outer rail below level of inner rail, would be to cause a lurching movement, first to one side and then the other, calculated to cause a derailment. There was also expert evidence that lurching or rocking due to bad surfacing would be increased, and the danger of derailment greater, when a train is pulled at some speed with tender in front of the engine. There was also expert evidence that excessive speed in rounding a curve is one of the causes of derailment. It also appeared that the outside rail in a curve should have an elevation over the inside rail of one inch for every degree of curvature, and that the failure of the outside rail to be at its proper elevation is another caitse of derailment. There was also evidence that derailments sometimes occur without any assignable cause. Defendant’s roadmaster, after an examination of the place, testified that in his opinion the alleged defective stock gap had nothing to do with the wreck, as he thought the tender and engine would recover balance, if any lurching was produced by its condition, before reaching the point where it first mounted the rail; and that iin his opinion the derailment was due to excessive speed. Defendant’s track supervisor, after a like examination, testified that he could not say what was the cause of the derailment.

It is the duty of a trial judge, when called upon to direct a verdict, to take that view of the evidence most favorable to the side against whom a verdict is to be directed. It was therefore the duty of the trial judge to assume that the roadway of the defendant at the place of derailment was in the condition testified to by the witnesses for the plaintiff. That there was evidence contradicting this, and that the defendant’s evidence upon this point may have outweighed the plaintiff’s, will not justify the withdrawal of a case from the jury, although it may justify a new trial. The view which this court takes of the function of a judge in directing a verdict, as compared to his duty in passing upon a motion for a new trial, has been fully and frequently considered by this court, and we need only refer to the cases: Mt. Adams Ry. Co. v. Lowery, 74 Fed. 463, 20 C. C. A. 596; Travelers’ Ins. Co. v. Randolph, 78 Fed. 754, 24 C. C. A. 305; Standard Accident Co. v. Sale, 121 Fed. 666, 57 C. C. A. 418, 61 L. R. A. 337. But the trial judge did not assume that the evidence was not legally sufficient to go to the jury upon the question as to whether the company had not been negligent in respect to the condition of its track. Upon the con[508]*508trary his direction was based upon what he regarded as the insufficiency of the evidence to justify a finding that any such defective condition of the stock gap was the proximate cause of a derailment which occurred some 60 feet south of the cattle gap. On this subject he said, in explanation of his direction, “that, conceding there was a defect in this stock gap, as some of the witnesses undertake to point out, and that it may have given the engine a rolling or tilting motion as it passed over it, I conclude that it would be a mere matter of speculation for you to' say tlm; this was the proximate cause, or that there was any causal connection between that and the accident south of that; whether it was a rail and a half or two rails would be a mere matter of guesswork.”

There was opinion evidence that any rocking motion given the tender and engine in running over the cattle gap would be corrected and the engine recover its balance before going as much as 60 feet, that being the point beyond the cattle guard where the first sign of climbing the rail was observable. This expert opinion would be of much greater weight but for the fact that there was evidence that the joints were out of surface at the first two or three joints after passing over the cattle guard, and that one or more of these joints were out of surface as much as from one to two inches, and also evidence that the outer rail or two beyond the guard were not at the right elevation for a four-degree curve. In other words, there was evidence of a continuance, in a lesser degree, between the gap and the place where the wheel of the tender first mounted the outer rail beyond the gap, of the same negligent condition as that claimed to exist at the cattle gap itself. There was also expert opinion that the vibratory motion given the engine and tender at the gap would be renewed at the first low joint, which was about 15 feet beyond the gap, and again repeated when the low joint on opposite rail was reached, and so on; the tender being thrown first one way and then the other.

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Cite This Page — Counsel Stack

Bluebook (online)
133 F. 505, 66 C.C.A. 379, 1904 U.S. App. LEXIS 4441, Counsel Stack Legal Research, https://law.counselstack.com/opinion/shugart-v-atlanta-k-n-ry-ca6-1904.