Homan v. Missouri Pacific Railroad

64 S.W.2d 617, 334 Mo. 61, 1933 Mo. LEXIS 671
CourtSupreme Court of Missouri
DecidedNovember 7, 1933
StatusPublished
Cited by62 cases

This text of 64 S.W.2d 617 (Homan v. Missouri Pacific Railroad) 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
Homan v. Missouri Pacific Railroad, 64 S.W.2d 617, 334 Mo. 61, 1933 Mo. LEXIS 671 (Mo. 1933).

Opinions

This is a suit for personal injuries. Plaintiff was very badly injured in a collision between a bus, operated by the defendant Capitol Stage Lines Company, in which she was riding, and a flat car, which was being pushed in front of two cattle cars by a switch engine, of defendant Missouri Pacific Railroad Company. Plaintiff brought suit against both companies, as joint tort-feasors. They will be hereinafter referred to as the railroad and the bus line. The pleadings sufficiently raised the issues herein and there are no points made about them. Each defendant claimed that it was not negligent and that plaintiff's injuries were caused by the sole negligence of the other. The collision occurred at the intersection of Federal Highway No. 50 with the railroad's State Fairgrounds spur track, about a quarter of a mile west of the west city limits of Sedalia, and about the same distance south of the railroad's main line. The spur track ran on south, a little over a mile from this crossing, to the State Fairgrounds.

The collision occurred on Christmas Day, 1928. Plaintiff and her husband got on the bus at Smithton, which is east of Sedalia, and were going to Kansas City. The bus was from one-half to three-quarters of an hour behind its scheduled time when it left Sedalia. There was evidence that the driver said he was going to get to Kansas City on time. Just west of the city limits of Sedalia No. 50 *Page 68 Highway goes over a low ridge, the crest of which is about 500 feet from the spur track crossing. It descends from that point, to the crossing, on a grade of about two and one-half per cent. On the south side of the highway there is a bank from two to three feet in height. This bank increases in height all the way down the hill, and is highest at the railroad crossing. The highway runs east and west and the spur track north and south. There is also a bank along the east side of the spur track, which was partly made by waste dirt from the excavation of the railroad. This bank is also about two feet high, 400 to 500 feet south from the crossing, and increases in height as it nears the crossing. Its highest part is also near the crossing. According to the survey made by the railroad company's witnesses (a Professor of Engineering at the University of Missouri, and the City Engineer of Sedalia) its extreme height is three and one-half feet above the top of the railroad rail. According to some of the plaintiff's witnesses it was about a foot higher than that in places. The field, south of the highway and east of the spur track, was a meadow, which, in some places, was higher than the bank on the south side of the highway. There was a wire fence along the south side of the highway and along the east side of the railroad track. There is considerable conflict in the evidence about weeds in these fence rows and on top of the bank in the railroad right of way. Witnesses for plaintiff and for the bus line said there was such a mass of dead stems of high weeds that the view of a driver on the highway was obstructed. The railroad's witnesses said there were only bare stalks of a few weeds which did not obstruct the view. Just west of the crossing on the south side of the highway there was a farm house, barns and other outbuildings extending south along the railroad track. The railroad track was practically level for some distance south of the crossing. There were two railroad crossing signs on the north side of the highway, one of which was about 375 feet east of the crossing and the other about eighteen feet west of it.

The day of the collision was clear, with the sun shining, the road dry, and not very cold. There was evidence that some of the windows in the bus were open. As the bus went west down the hill toward the crossing there were two automobiles, also traveling west, between it and the crossing. One of these (a Ford) passed the other (a Chevrolet), while ahead of the bus, and then both of them slowed down and stopped. Before reaching the crossing, both drivers became aware of the approach of the switch engine and cars, from the south, on the spur track. The driver of the Ford car, which was the nearest to the crossing, put out his arm as he stopped. The bus came down the hill behind these cars at a rate of speed estimated by most of the witnesses to be at least forty miles per hour. Some witnesses put it as high as forty-five miles per hour, but the bus driver *Page 69 said it was only twenty-five miles. All the way down the hill the bus driver was blowing the horn. The bus passed both of the other cars and ran on to the crossing at the same time as the flat car, the head car of the three cars, was pushed out on the pavement. The evidence of the occupants of the two cars, which the bus passed, was that it passed the Chevrolet, when it was a little more than 100 feet from the crossing, and the Ford when it was a little less than 100 feet from it. The bus driver's evidence was that he passed both of them farther back than that.

On the switch engine there was an engineer and a fireman. On the flat car, the leading car, was the switch foreman and a switchman. The switch foreman testified that he first realized the bus was not going to stop when it came within 100 feet of the crossing without slowing down; that at that time the north end of the flat car was only about thirty or forty feet from the center of the highway; that he then gave the engineer an emergency stop signal; and that the cars were stopped within that distance after he gave the signal. The cars were moving at from eight to ten miles per hour (some testimony put it as low as six) and there was evidence, for the railroad, that it was not possible to stop in a shorter distance than this. Plaintiff had evidence that a stop could be made, at this speed, in a much shorter distance. The engineer of the switch engine testified that he saw the bus a short time before the switch foreman signaled; that after seeing it he looked to the west on the highway; and that when he looked back he saw the switch foreman's stop signal. The railroad showed that regulations of the Public Service Commission required busses to stop 100 feet from all railroad crossings; and that the trainmen were familiar with this rule and had seen busses frequently stop before crossing this spur track. The bus driver, however, testified that he had lived in Sedalia for several years; that he had observed no use of the spur track except at State Fair time; and that he had never stopped for this crossing.

The evidence of eyewitnesses and others near the scene was in hopeless conflict as to whether the end of the flat car was stopped before or after it reached the center of the pavement of the highway; whether the bus was on the left or right side of the pavement when the collision occurred; whether the flat car had come to a complete stop, and was struck by the bus, or whether it was still moving and was rammed into the side of the bus; and also whether the bell on the engine was ringing and whether the whistle was sounded. The pavement was sixteen feet wide with a shoulder on the side of about eight feet. There was evidence that after the collision the flat car was as much as three-fourths of the way across the pavement. There was also evidence that it was not quite halfway across. According to some witnesses, the bus never got back on the right side of the road after passing the Ford and Chevrolet, *Page 70 while others testified that it had pulled back to the right side and was as far over the right side of the pavement as it could get when it reached the crossing.

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Bluebook (online)
64 S.W.2d 617, 334 Mo. 61, 1933 Mo. LEXIS 671, Counsel Stack Legal Research, https://law.counselstack.com/opinion/homan-v-missouri-pacific-railroad-mo-1933.