Louisville & Nashville R. R. v. Stewart's Admr.

115 S.W. 775, 131 Ky. 665, 1909 Ky. LEXIS 55
CourtCourt of Appeals of Kentucky
DecidedJanuary 29, 1909
StatusPublished
Cited by11 cases

This text of 115 S.W. 775 (Louisville & Nashville R. R. v. Stewart's Admr.) is published on Counsel Stack Legal Research, covering Court of Appeals of Kentucky primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Louisville & Nashville R. R. v. Stewart's Admr., 115 S.W. 775, 131 Ky. 665, 1909 Ky. LEXIS 55 (Ky. Ct. App. 1909).

Opinion

Opinion of the Court by

"Wm. Rogers Clay, Commissioner

Reversing.

Tinsley Stewart, who was a brakeman on appellant’s train, was killed at a point near Gravel Switch in Marion county, Kentucky. His administratrix instituted this action to recover damages on account of Ms death*. The jury awarded plaintiff damages in the sum of $-12,000, and the defendant appeals.

[668]*668A reversal is .asked on the following grounds: First, the failure to give a peremptory instruction in favor of the defendant; second, error of the court in refusing to permit defendant to file an amended answer pleading decedent’s contributory negligence; third, errors in the admission and exclusion of evidence; fourth, errors in giving and refusing instructions ; fifth, excessive damages.

1. Plaintiff sought a recovery on the ground of the unsafe and dangerous condition of the track and roadbed at the place of the accident, and the excessive rate of speed of the train on which decedent was riding. The testimony of the plaintiff was to the effect that the train upon which decedent was brakeman consisted of an engine and about 20 cars. At the point of the accident the train was running from 40 to 50 miles an hour. "When the accident occurred, several of the oars in the middle of the train were derailed; the engine, with about 10 cars which remained on the track, proceeding on its way. The decedent was on one of the ears that was derailed. He was thrown to the ground, run over, and badly mangled, and died some two or three days later. The track at the place of the accident was in a defective and unsafe condition -for the passage of trains over it. There were from 100 to 150 yards of track that hadf no baila? t between the cross-ties. This ballast had been taken out about eight days before the wreck, preparatory to putting down new rails and cross-ties. There was some evidence that the life of the rails was gone. Every third cross-tie was rotten, and in such condition that it would not hold spikes. The rails were surface bent and kinked, and had high centers and low joints. The track would not stay in line, and was what is known in railroad parlance as a “swinging [669]*669track.” Por eight days prior to the accident •many heavy trains had been run over the track while it was in such defective condition. The proof of the defendant was to the effect that the speed of the train was only 25 to 30 miles an hour; that the track was in safe condition, and that a train running even 80 or 90 miles an hour could run over it with safety. Some of defendant’s witnesses stated that they did not remember whether the track at the point of the accident was ballasted or not. Others said that the track was not fully ballasted, but had about half enough ballast. It was also shown that the cars had been properly inspected and tested prior to the accident, and that they were in good condition. Several of defendant’s witnesses stated that they examined the track soon after the wreck, and that in their opinion the wreck was not due to its unsafe condition. They did not undertake, however, to say what had caused the wreck. There was also proof that the switch ties under the track where the derailment occurred were in • such fair condition that they were left under the track after the wreck, with the exception of possibly 8 or 10 ties out of 62. These 8 or 10 ties, while partly rotten, were not wholly so, and were able to hold the track. We have not attempted to give the evidence in detail, because it will be necessary later in this opinion to consider the objections to the evidence; but, in our opinion, there was abundant evidence upon which to submit the ease to the jury. The defendant did not attempt to account for the wreck at all. It produced no facts which would lead the jury to conr elude that it was the result of any defect in the train which ordinary care on its part would not have detected. At one place there is a mere suggestion that it might have occurred from a broken flange, but no [670]*670facts are shown upon which to base this conclusion. Several witnesses having testified that the track was in a defective condition by reason of rotten ties and worn rails, and that the train was going at a rate of 40 to 50 miles over such defective track, and there having been submitted to the jury no other reasonable hypothesis by which the wreck could be accounted for, the case should have gone to the jury, and we are unable to say that the facts adduced in evidence do not warrant the conclusion which they reached.

2. At the conclusion of plaintiff’s evidence the defendant offered an answer pleading contributory negligence on the part of decedent. This plea was based on the fact that the proof developed that the train was equipped with a Sullivan safety valve, which was located about the middle of the train, the place occupied by the decedent at the time of the accident. It was contended by the defendant that it was the decedent’s duty, in case the train broke down ox1 the rate of speed became excessive, to apply this brake and stop1 the train, and that his failure to do so under the circumstances constituted contributory negligence which would prevent a recovery. In view of the well-known fact that the speed of the train is under control of the conductor or engineer, and that the defendant’s avowal did not show facts sufficient to bring to the notice of .decedent, either that the track was unsafe, or that the train had become derailed, thus producing such an emergency as to require decedent to apply the Sullivan safety valve, we can not say that the court abused' its discretion in refusing to allow the amended answer to be filed after plaintiff had concluded her evidence1.

3. We shall next consider the errors alleged to have been committed by the court in admitting and [671]*671excluding evidence. In the first place it is contended that several witnesses, who testified for plaintiff as to the speed of the train, did not qualify themselves as experts. While of course it would not be proper to permit a person to testify to the speed of the train who had never seen a train or had had no experience whatever in watching trains, we think that, wher-e the witnesses live near a railroad track, and have frequently watched trains as they passed, and have sometimes timed them, they are qualified to testify to the speed of trains-. Without discussing and taking up in detail the testimony of each witness who testified as to the speed of the train in question, we may say .that in each instance the court first required the witness to give his experience in watching trains and judging of their speed before he permitted him to testify. Under these circumstances there can be no doubt that the testimony of such witnesses was competent.

It is contended that the court erred in permitting U. A. Stewart to testify as to the condition of the track 150 to 200 yards from the point of the accident. As there was no evidence definitely fixing the place of derailment, we are of the opinion that the evidence complained of Was admissible. It is further objected that this witness and others were permitted to testify to the fact that in putting down new rails previous to the time of the accident the new rails were much larger than the old ones, the former being what are known as “80-pound rails,” and the latter being 70-pound' rails. According to the plaintiff’s evidence the old rails, where the ballast had been taken out- between the cross-ties, were left in their original position. The portion of the track which had been renewed with new rails, new cross-ties, and ballast was [672]

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Bluebook (online)
115 S.W. 775, 131 Ky. 665, 1909 Ky. LEXIS 55, Counsel Stack Legal Research, https://law.counselstack.com/opinion/louisville-nashville-r-r-v-stewarts-admr-kyctapp-1909.