Doyle Ex Rel. Doyle v. St. Louis-San Francisco Railway Co.

571 S.W.2d 717, 1978 Mo. App. LEXIS 2284
CourtMissouri Court of Appeals
DecidedAugust 22, 1978
Docket37925
StatusPublished
Cited by19 cases

This text of 571 S.W.2d 717 (Doyle Ex Rel. Doyle v. St. Louis-San Francisco Railway Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Doyle Ex Rel. Doyle v. St. Louis-San Francisco Railway Co., 571 S.W.2d 717, 1978 Mo. App. LEXIS 2284 (Mo. Ct. App. 1978).

Opinion

*720 STEWART, Presiding Judge.

This appeal arises out of a suit under the provisions of the wrongful death act, 537.-080 et seq. Plaintiffs are the surviving husband and two minor children of Janet E. Doyle (Janet) who died as a result of injuries sustained in a collision between Janet’s northbound automobile and a westbound train of defendant, St. Louis-San Francisco Railway Company (Railroad). Plaintiffs sued the Railroad, its engineer Morton, and its two brakemen Mullen and Wilson. The court sustained the motions of defendants Mullen and Wilson for a directed verdict at the close of plaintiffs’ case. The jury found in favor of the defendant engineer. A jury verdict and judgment in the amount of $75,000.00 was entered against Railroad.

The primary issue before us is whether plaintiff was guilty of contributory negligence as a matter of law. As required the facts will be stated in the light most favorable to the verdict. Weber v. Missouri-Kansas-Texas R. R., 519 S.W.2d 307, 310 (Mo.App.1975). The fatal accident occurred on May 22, 1974, at about 6:15 a. m. at the Highway P railroad crossing just outside the east edge of Cuba, Missouri. Railroad has two sets of tracks at this crossing that run generally east and west. The southern most set of tracks are the mainline tracks and the northern most are switch or passing tracks. The passing tracks are 9 feet to the north of the mainline, and are IOV2 inches lower in elevation. Highway P is about 17 feet wide but narrows to 14 feet at the crossing. Wooden planks are set within each set of tracks at the crossing. Old Highway 66 now ZZ is about 41 feet north of the crossing and parallels the railroad tracks. There is a gravel road running west from Highway P that parallels the tracks about 11.5 feet south of the southern most track. This road is about 17 feet wide. There are no traffic controls at this “T” intersection.

Highway P originates a little over 1500 to 1600 feet south of the crossing forming a “T” intersection with Highway PP. After moving northwardly from PP, Highway P curves to the right; the curve ends about one-half block south of the crossing. Vegetation along P is very heavy and the crossing cannot be seen until the northbound driver has passed through the curve and reaches the Railroad’s right of way.

The right of way extends southward from the mainline a distance of about 50 feet. It is marked by a no trespassing sign. Both parties concede that a northbound driver has no vision to the east until after he has passed the right of way line. There is extremely heavy vegetation to at least that point. There is a crossbuck indicating the presence of the crossing about 16 feet south of the south rail of the mainline track. From plaintiffs’ evidence the jury could have found that there were weeds and other growth between the right of way line and the crossbuck which reached a height of 4½ feet. There was testimony that one could see to the east after passing the crossbuck. There was also testimony from which the jury could find that a person going north could not see a train coming until he was within six feet of the track. 1

Because of the drop in elevation in the crossing and its general nature vehicles crossed at speeds of 3 to 6 miles per hour.

*721 The vehicle being driven by Janet was a small foreign car. Janet’s eye level while seated in the car would be 43 inches above the surface of the road.

The train consisted of four locomotive units and 97 ears. The lead locomotive was 60' 2" long, 14' 7" in height and 10' 7" wide. There was an overhang of 35½ inches. The train had a time table but it was not closely adhered to. In fact, during the month of May it arrived at the Cuba switch anywhere from 4:48 a. m. to 2:00 p. m.

Janet and her sister, Charlotte Pember-ton, were employed by a shoe company in Owensville, Mo. They were long time residents of the area and traveled over the crossing every day on their way to and from work. On the morning of the accident Janet and her sister dropped their children at their mother’s home on Highway PP near its intersection with Highway P. They then proceeded north on P to pick up Kathy Dotson who also rode to work with Janet. Kathy lived in a subdivision on the north side of the crossing. When Janet was about 700 feet from the crossing she was seen to be driving at a speed of about 15 m. p. h. The witness lost sight of her in the curve just before the crossing. There is no testimony on the part of plaintiffs as to Janet’s speed as she approached the crossing or immediately before the accident. As the train approached the crossing it was on a decline of 7 inches per 100 feet from a point about 6,000 feet east of the crossing. As it reached the crossing it was going about 45 to 47 m. p. h. The left front corner of the engine at the grabiron and the right front corner of the car collided. The car was dragged to the west and into a ditch. After the accident Janet’s car was facing west with the rear of the car about 30 feet west of Highway P. There were skid marks that commenced about 11½ feet south of the mainline. They continued north for about 4 feet and then turned abruptly to the west and off the west side of the road. The lead engine of the train came to a stop about three-quarters of a mile west of the crossing. The engineer who was seated on the right side of his unit did not see the automobile. He was advised of the accident by his fireman. Both Janet and her sister died as a result of injuries received in the accident.

There was evidence from which the jury could find that neither the train’s whistle nor the train’s bell was sounded.

Railroad produced evidence to the contrary which only served to create factual issues for the jury. There was evidence on the part of Railroad by its employees and independent witnesses that the train whistle had been sounded. The engineer testified that he gave the normal whistle which was two shorts and a long and two short blasts before the crossing. The fireman testified that they gave two longs, a short and a long. Railroad’s fireman who was on the left side of the cab of the engine testified that he saw the car that was driven by Janet when it came from behind the shrubs at the right of way fence about 50 feet from the tracks; that the train was then going 43 to 44 m. p. h. and the nose of the train was about 50 to 60 feet from the crossing; that Janet’s car was going about the same speed. He testified that the car did not appear to slow or to swerve. It appeared to him that the impact was at the right front comer of the car and the left front of the engine “where the grabiron was.”

Plaintiffs’ case was submitted to the jury on the failure to maintain the right of way at the crossing so that it was reasonably clear of vegetation so as not to materially obscure approaching trains from the traveler’s view on the highway as provided by law, or that defendant failed to give the statutory warning by bell and whistle. Although Railroad, as discussed hereafter, takes issue with the form of the instruction, it does not contend that plaintiffs did not make a submissible case of primary negligence.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Stokes v. National Presto Industries, Inc.
168 S.W.3d 481 (Missouri Court of Appeals, 2005)
Gage v. Morse
933 S.W.2d 410 (Missouri Court of Appeals, 1996)
Meckfessel v. Fred Weber, Inc.
901 S.W.2d 335 (Missouri Court of Appeals, 1995)
Pierce v. Platte-Clay Electric Cooperative, Inc.
769 S.W.2d 769 (Supreme Court of Missouri, 1989)
Leachman v. Northern Assurance Co. of America
728 S.W.2d 307 (Missouri Court of Appeals, 1987)
Fravel v. Burlington Northern Railroad
671 S.W.2d 339 (Missouri Court of Appeals, 1984)
Steinlage v. Marchetto
659 S.W.2d 292 (Missouri Court of Appeals, 1983)
Leehy v. Supreme Express & Transfer Co.
646 S.W.2d 786 (Supreme Court of Missouri, 1983)
State ex rel. State Highway Commission v. Zahn
633 S.W.2d 185 (Missouri Court of Appeals, 1982)
Nicholls v. Kammerich
626 S.W.2d 653 (Missouri Court of Appeals, 1981)
Sunny Baer Co., Inc. v. Slaten
623 S.W.2d 595 (Missouri Court of Appeals, 1981)
Lewis v. Bucyrus-Erie, Inc.
622 S.W.2d 920 (Supreme Court of Missouri, 1981)
Dunn v. St. Louis-San Francisco Railway Co.
621 S.W.2d 245 (Supreme Court of Missouri, 1981)
Gant v. Hanks
614 S.W.2d 740 (Missouri Court of Appeals, 1981)
Cheek v. Weiss
615 S.W.2d 453 (Missouri Court of Appeals, 1981)
Morse v. Johnson
594 S.W.2d 610 (Supreme Court of Missouri, 1980)
Salsberry v. Archibald Plbg. & Heat. Co., Inc.
587 S.W.2d 907 (Missouri Court of Appeals, 1979)

Cite This Page — Counsel Stack

Bluebook (online)
571 S.W.2d 717, 1978 Mo. App. LEXIS 2284, Counsel Stack Legal Research, https://law.counselstack.com/opinion/doyle-ex-rel-doyle-v-st-louis-san-francisco-railway-co-moctapp-1978.