Toeneboehn v. St. Louis-San Francisco Railway Co.

298 S.W. 795, 317 Mo. 1096, 1927 Mo. LEXIS 481
CourtSupreme Court of Missouri
DecidedSeptember 16, 1927
StatusPublished
Cited by34 cases

This text of 298 S.W. 795 (Toeneboehn v. St. Louis-San Francisco Railway Co.) 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
Toeneboehn v. St. Louis-San Francisco Railway Co., 298 S.W. 795, 317 Mo. 1096, 1927 Mo. LEXIS 481 (Mo. 1927).

Opinions

This cause is now being considered upon the rehearing, granted by this court. The plaintiff is the widow of Charles J. Toeneboehn, deceased, who was killed on July 16, 1922, when an automobile truck driven by him was struck by the engine of one of defendant's passenger trains, at the crossing of defendant's track and Vermont Avenue, a public highway in St. Louis County, not far distant from the limits of the city of St. Louis. The plaintiff had a verdict and judgment for $8,400.

Vermont Avenue runs north and south, and the deceased was driving northward. Defendant's track approaches and crosses Vermont Avenue from southeast to northwest, and the train was running from southeast to northwest. The track approaches the crossing at an acute angle. The inner angle of the intersection of Vermont Avenue and defendant's track is only a little more than twenty-eight degrees. The crossing is in a cut, and in approaching it from the south, on Vermont Avenue, there is a descending grade; and defendant's track approaches from the southeast upon a descending grade. There is an embankment along the southwest side of defendant's track on the east side of Vermont Avenue, and near the crossing; and, at the time of the occurrence, there was a growth of grass and weeds upon the embankment, and there was a mile-post sign on the southwest side. A more particular description of the physical surroundings will be given later.

Vermont Avenue extends northward from the village of Afton, or from Gravois Road, in St. Louis County, to an intersection with a road known as Heege Road, at a point four or five hundred feet north of this crossing. Afton is upon the line of defendant's road, that being the name of the postoffice, but the station at that place is known *Page 1102 as Gravois Station. It is a little more than a mile south, or slightly southeast, from the crossing in question.

The petition alleged that what was known as Gravois Road, running into the city of St. Louis, was part of a state highway; and that, at and prior to the time in question. Gravois Road was under construction, and vehicular traffic into and out of the city detoured upon Vermont Avenue and Heege Street. The community was populous, and there was testimony that 500 or 600 vehicles passed daily over the Vermont Avenue crossing.

The petition charged negligence in seven particulars, but in the plaintiff's instruction submitting the case and authorizing a recovery, three acts of negligence were specified: (1) operating the train at a greater rate of speed than was reasonable, having regard to the time, place and circumstances, and the conditions existing at the crossing; (2) failure to give the statutory signal by bell or whistle, and (3) failure to keep and maintain a watchman, flagman, alarm bell or other warning device at said crossing. The evidence shows that the train in question was a through passenger train running from Memphis to St. Louis, and was thirty-five or forty minutes late, and was running at a speed of thirty-five or forty miles an hour; that defendant did not maintain a watchman, flagman, alarm bell or other warning device at said crossing. The evidence as to the giving of the statutory warning signal by bell, or whistle, is somewhat conflicting, but defendants had much evidence tending to show that the statutory signals were given. The answer, after a general denial, pleaded contributory negligence on the part of the deceased, in running his automobile in front of and so close to the locomotive and train that the train could not be stopped in time to avoid striking him; attempting to cross without looking or listening and when he saw, or by the exercise of ordinary care could have seen, the train in time to have avoided injury; attempting to cross without stopping to look or listen, when by so doing he could have discovered the approach of the train, and driving his automobile at an excessive, unlawful and dangerous rate of speed in approaching the track, when he knew, or by the exercise of ordinary care could have known, that a train might pass on said track at any moment. The reply was a general denial.

There was no issue in the case under the humanitarian rule. Defendant complains of the instructions given for plaintiff, but the first and paramount question arises upon the assignment that the trial court erred in refusing to give the peremptory instruction offered by the defendant at the close of plaintiff's case, and at the close of the whole case.

It is contended for defendant that there was no evidence authorizing submission to the jury of the question whether the speed of the train was unreasonable or negligent, and that plaintiff's Instruction *Page 1103 2 was erroneous in submitting that question. Otherwise, there is little effort to show there was no substantial evidence of primary negligence on the part of defendant; but the claim emphasized is, that deceased was guilty of contributory negligence as a matter of law. The issue made calls for a consideration of the evidence as to the circumstances under which the deceased lost his life.

Charles J. Toeneboehn lived about one mile from the crossing in question, and had ridden over it many times and was familiar with the surroundings. He was forty-eight years of age and was a contractor and builder, and upon this occasion he was on his way into the city of St. Louis, where he was engaged in building construction. He was unaccompanied, and drove a Dorris motor truck, which he had owned and driven for a number of years. The truck was described as a right-hand-drive machine. It had what was spoken of as an express top. The time was a little before eight o'clock in the forenoon. The plaintiff called no witness who saw the collision between the truck and the train. The only witnesses who claimed to see the truck immediately before it went upon the track, called by defendant, were the fireman, and another employee of defendant, who was a passenger and testified that he sat in the chair car on the southwest side of the train.

The testimony as to the physical conditions existing at and near the crossing requires attention. The plaintiff called as a witness a civil engineer, who testified that shortly before the trial he had made a survey of the crossing and its surroundings. He testified that from the crossing, southeast, the track was straight for a long distance, and he determined that the inner angle of the intersection of Vermont Avenue and the defendant's track was a little more than twenty-eight degrees. He determined the rise in the grade of Vermont Avenue, starting from the crossing and going south. He said that in the first fifty feet there was a rise of nine-tenths of a foot; in the next fifty feet a rise of two and four-tenths feet, and a rise of two and five-tenths feet from the 100-foot point, to the 150-foot point south of the intersection; that in the next fifty feet, going south, there was a rise of two feet in the grade, and in the next fifty feet, going south, a further rise of one and four-tenths feet. Thence, there is a slight continuous rise for about 450 or 500 feet. There was thus a fall of three feet and four inches in the 100 feet next to the crossing. According to his testimony, there was a hill in the acute angle of the intersection between Vermont Avenue and defendant's track. This hill or ridge is higher in the center than it is at the line of defendant's right-of-way, or at the east line of Vermont Avenue. It thus slopes downward toward the defendant's track, and toward Vermont Avenue, but, as we understand the testimony, the slope toward the railroad is more abrupt. He testified as to the height of the embankment *Page 1104 on the southwest side of defendant's track, going southeast on defendant's track from the intersection.

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298 S.W. 795, 317 Mo. 1096, 1927 Mo. LEXIS 481, Counsel Stack Legal Research, https://law.counselstack.com/opinion/toeneboehn-v-st-louis-san-francisco-railway-co-mo-1927.