Young v. Wheelock

64 S.W.2d 950, 333 Mo. 992, 1933 Mo. LEXIS 695
CourtSupreme Court of Missouri
DecidedOctober 19, 1933
StatusPublished
Cited by77 cases

This text of 64 S.W.2d 950 (Young v. Wheelock) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Young v. Wheelock, 64 S.W.2d 950, 333 Mo. 992, 1933 Mo. LEXIS 695 (Mo. 1933).

Opinions

* NOTE: Opinion filed at May Term, 1933, August 3, 1933; motion for rehearing filed; motion overruled August 24, 1933; motion to transfer to Court en Banc filed; motion overruled at September Term, October 19, 1933. This is an action under the Federal Employers' Liability Act, Title 45, U.S.C.A. 51-59, for the death of plaintiff's husband, a fireman for defendant receivers. Plaintiff sued as administratrix for the benefit of herself and three minor children. Plaintiff's husband was killed when defendants' St. Louis-Kansas City passenger train was derailed near Independence, the evening of February 15, 1928. This train consisted of six cars and was about 535 feet in length. The engine and tender turned over on the left side of the track. The first four cars went off to the right but did not turn over. The two rear cars did not leave the rails. The negligence charged and submitted to the jury was that defendants' track was permitted to be and remain in a defective and dangerous condition; that the ties thereof were weak, rotten and decayed; that the rails thereof were not sufficiently spiked or secured; and that the train was negligently and carelessly operated at a high, excessive and dangerous rate of speed under the circumstances. The defendants answer was a general denial. Plaintiff had a verdict for $15,000, and, from the judgment entered thereon, defendants have appealed.

The train was derailed while going down "Independence Hill," about one and six-tenths miles from the Independence station. The track there descended at 1.08 per cent grade and turned from the west to northwest on a three degree curve. Near the beginning of the curve, the track entered a cut over which there was a street car bridge. The engine of the train went in the ditch and overturned about 1200 feet beyond the street car bridge. Plaintiff's evidence as to a defective track was given by a witness who lived nearby and frequently walked the track, and who testified to experience in railroad bridge work. He said that the noticeable part of the curve was about 400 feet beyond the street car bridge; that between the point where the engine lay and the bridge he had seen a number of rotten ties which he estimated at between 75 and 100; that he saw fifteen or twenty places "where the spikes were entirely gone;" that he "noticed some stripped;" that he noticed places where "the head of the spike that fits over the rail, they were loose, some an inch or an inch and a half above the plate, partly out;" that he also noticed some broken tie plates; and that he had noticed this condition "some two or three months, maybe longer." He also testified that he noticed loose ties "when you stepped on one end of the tie with one foot the other end would strike the rail — "looseness." He estimated that this condition existed in twenty-five or thirty places. His testimony as to a soft condition of the roadbed and the weather conditions, on the day of the derailment, was as follows: *Page 998

"Q. What sort of a day was that as to whether or not it was a cold day or a freezing or a thawing day? A. It was thawing. Q. What was the condition of the roadbed there, with reference to whether it was hard, packed or frozen, or whether it was soft and mushy? A. The entire neighborhood was in a state of mud — it was soft." (As to thawing weather and muddy condition near the wreck, he was corroborated by defendants' witnesses.)

Concerning the charge of excessive speed, plaintiff had the evidence of a witness who saw the derailment from a point near the street car bridge. He said he had just gotten off the street car there, and was walking toward his house, when he heard the whistle of the train and saw the headlight of the engine a few feet beyond the bridge. He estimated its speed as between sixty to sixty-five miles an hour. He based this estimate principally upon his experience with automobiles. He said that he noticed sparks coming from the wheels of the engine when it reached a point about 600 feet beyond the bridge. Plaintiff also had the evidence of a locomotive engineer as an expert who testified that thirty-five miles per hour would be a safe rate of speed on a track in good condition on such a grade and curve with such an engine and train. He testified that, if it was thawing so that the ground around the roadbed was soft, the maximum safe speed would be about twenty-five miles per hour. He further testified that a speed of sixty to sixty-five miles an hour downgrade around the curve would have a tendency to cause derailment; and also that "having something like 75 to 100 ties rotted, something like 15 to 20 spikes out and perhaps, the same number of spikes lifted up an inch or an inch and a half and having some rail plates broken" would have a tendency to cause derailment.

The engineer of the train, called as a witness for defendants, testified to a general restriction of fifty miles per hour but said there was no special restriction for that particular curve. He said that just east of the curve, there was a restriction of forty miles per hour. He said that, in his judgment, he was going forty-five miles per hour, "no time over 50 miles," and that the usual speed there was "45 or 50 miles an hour." He said the train left Independence at 7:13 P.M., on time and was wrecked about 7:15 P.M. He was corroborated as to the time and the speed by the conductor, and other witnesses for defendants. They fixed the time of derailment at 7:15 to 7:17 P.M. The engineer further testified that he saw a dark object under the bridge; that the engine did not jump off where the dark object was; that he went about 200 feet more and then applied the emergency brakes; that he "was in hot water then;" that his "brakes were already set" about 100 feet before the engine wheel first left the rail; that about 323 feet from the bridge the engine left the track and ran 863 feet on the ties before it went down the dump (he based this on measurements of wheel marks); and that when it went *Page 999 down, which was about 963 feet from where the emergency was applied, the train was traveling between twenty-five and thirty miles per hour. The engineer also testified that, after the derailment, he went back along the track with a flashlight to determine the cause and found nothing; and that he did not know what the dark object he thought he saw was but said it might have been a shadow. He further testified that a thawing condition around the roadbed causes low joints that could result in a derailment and that "if you have a thaw you have to take that into consideration." He testified, further, concerning this condition as follows:

"Q. You came down on this track this day at 45 miles an hour. at your usual rate of speed, just the same? A. Yes, sir. Q. And the only time you reduce your speed, as an engineer having in mind the possibility of derailment, due to thawing, is when the engine gives you a warning? A. When going over the road that day? Q. By that warning, if you had felt the rail give that night, you would be really more careful? A. Yes, sir; if the engine gets wobbly. Q. You don't do anything until the engine first gives you an indication of the fact it is wobbly, is that right? A. Yes, sir. Q. With reference to the weather conditions, you don't do anything toward determining whether or not an engine will stay on the rail until you get some reaction from the engine? A. Yes, that is the way you work it, from the engine. Q. In other words, you get the first reaction from the engine and then go to work reducing the speed, if you think it is necessary? A. Yes, sir."

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Bluebook (online)
64 S.W.2d 950, 333 Mo. 992, 1933 Mo. LEXIS 695, Counsel Stack Legal Research, https://law.counselstack.com/opinion/young-v-wheelock-mo-1933.