Clark v. Mississippi River & Bonne Terre Railway Co.

23 S.W.2d 174, 324 Mo. 406, 1929 Mo. LEXIS 401
CourtSupreme Court of Missouri
DecidedDecember 30, 1929
StatusPublished
Cited by19 cases

This text of 23 S.W.2d 174 (Clark v. Mississippi River & Bonne Terre 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
Clark v. Mississippi River & Bonne Terre Railway Co., 23 S.W.2d 174, 324 Mo. 406, 1929 Mo. LEXIS 401 (Mo. 1929).

Opinion

*411 RAGLAND, J.

This is an action for personal injuries alleged to have been caused by defendant’s negligence. . The injuries were occasioned by plaintiff’s falling in his automobile through a bridge over which he was attempting to pass while traveling on and along State Highway No. 9: the railroad owned and operated by defendant passed through a cut under the bridge. The petition alleges:

“On or about the 22nd day of September, 1925, he (plaintiff) was driving and operating his automobile northwardly along and upon old Missouri State Highway No. 9, an open public highway of the State of Missouri, and was approaching a bridge maintained by defendant across its tracks and right of way a short distance south of Bonne Terre, in the County of St. Francois, said bridge being open and public; that as plaintiff was crossing said bridge the wheels of his automobile struck an opening in the floor of said bridge caused by the bridge falling at said point due to the negligence and carelessness of the defendant as hereinafter set forth, thereby directly causing plaintiff’s automobile to overturn and plaintiff to be thrown *412 therefrom to the ground twenty feet below, whereby plaintiff sustained the hereinafter described serious and permanent injuries.

"That defendant negligent]y failed to exercise ordinary care to maintain said bridge in reasonably safe repair and condition for ordinary travel by persons using said bridge in that it did on said date and for a long time prior thereto, negligently suffer and permit the beams and timbers supporting said bridge to become and remain in a rotten, decayed and weakened condition so that the said bridge was caused to fall, when' the defendant knew, or by the exercise of ordinary care could have known, that the said beams and timbers were rotten, decayed and weakened and that said bridge was likely to fall on account thereof, in time thereafter by the exercise of ordinary care to have repaired the same prior to the 22nd day of September, 1925, and thus and thereby have avoided plaintiff’s said injuries, but negligently failed to do so.”

The answer consists of a general denial and a plea of contributory negligence.

The highway in question is the main road running south from Bonne Terre to Farmington. It was built many years ago, and was originally known as the Potosi and Ste. Genevieve Hoad. At the time of the trial it was known as Highway No. 9. The railroad was built after the highway, about thirty-five years ago. intersecting the highway a few miles south of Bonne Terre. The crossing was made through a cut, rendering a bridge necessary, and one was built. Estimates of the distance from the bridge to the bottom of the cut ranged from twenty to thirty feet. The bridge constituted a part of the highway and was so used by the general public.

The cut through which the railroad passes is approximately sixteen feet wide at the bottom and twenty-five feet wide at the top. The bridge over it was a wooden structure about thirty feet in length: it was supported by timbers, there being two bents, one on each side of the cut: the one on the north side had a wooden log for a base, the one on the south side rested on a rock. The bridge was constructed something like thirty-five years ago, presumably at the. same time the railroad was built. There were wooden rails or bannisters on each side about waist high. On the morning of September 22, between six and 6:30 o’clock, a portion of the bridge at the north end fell, leaving the south portion standing.- The approach to the bridge from the north was downhill, but from the south uphill. Plaintiff’s evidence tended to show that one approaching from the north, after the north end of the bridge had given way, could see that a part of the bridge was out before coming upon it; but one approaching from the south could nfot do so until right at or on the south end and within from eight to ten feet of the break.

*413 On tlie morning in question, and a few moments after tlie north end of the bridge had fallen in, plaintiff approached from the south going to his place of employment at Desloge; as he neared the bridge he saw two automobiles standing at the right of the road near the bridge approach; he also saw an automobile standing at the side of the road just across the bridge: he drove by the two automobiles on the south end and entered upon the bridge, traveling at the rate of from twelve to fifteen miles an hour. After he had gotten on the bridge he discovered the collapse of the north end and endeavored to stop, but his car went on into the opening, turned over and fell bottom-side up across the railroad track below. As he passed the ears on the south end the occupants of one car, who had been told of the condition of the bridge before they reached it, shouted a warning to him, but he did not hear them. The side curtains of their car as well as those of his own were up: there was a drizzling rain.

It was plaintiff’s contention at the trial that the bridge gave way because the timbers supporting it were decayed and rotten: defendant insisted that it was caused by an earth slide under the north end resulting from recent heavy rains. Under the evidence the jury could have found either way as to this issue.

There was evidence on the part of plaintiff that for a period of six or eight months prior to said September 22nd, there had been a noticeable shaking of the bridge while a vehicle was passing over it. One of plaintiff’s witnesses, who had been employed in defendant’s bridge department, testified that on an occasion about two weeks before the bridge fell he had observed that “some of the logs were rotten at the bottom” and that the bridge had seemingly shifted northeast from its original position six or eight inches. He further testified that at that time he called the attention of the defendant’s bridge foreman to the conditions he had observed, but that the latter said that the bridge was good for a long time.

There was no direct evidence as to who built the bridge: it does appear, however, that defendant’s “bridge and building superintendent” made “a thorough examination” of this bridge, in connection with other bridges on defendant’s road, at least every two weeks; and that when defendant cleared lip the debris on its track, after the bridge had collapsed, it put all of the old bridge timbers, Avhieh AArere not so rotten as to be useless, on its flat cars and hauled them aAA7ay.

For a period of four or five months prior to said September 22nd, plaintiff in going to his place of employment and returning home passed twice daily in his automobile over the bridge; he had such knowledge of the bridge as would naturally be acquired by such use of it; he had noticed that it shook perceptibly AAhen he drove over *414 it; he was a carpenter by trade; he found no occasion for making an examination of the bridge, and he did not do so.

The evidence as to plaintiff’s injuries will be summarized hereafter. ■ The jury returned a verdict in his favor assessing his damages at $10,000. From the judgment entered thereon defendant appealed.

There is such a commingling'and overlapping of appellant’s contentions, as briefed under its points and authorities, that it is difficult to isolate each and then set out all succinctly.

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Bluebook (online)
23 S.W.2d 174, 324 Mo. 406, 1929 Mo. LEXIS 401, Counsel Stack Legal Research, https://law.counselstack.com/opinion/clark-v-mississippi-river-bonne-terre-railway-co-mo-1929.