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

288 S.W. 777, 315 Mo. 987, 1926 Mo. LEXIS 795
CourtSupreme Court of Missouri
DecidedOctober 11, 1926
StatusPublished
Cited by71 cases

This text of 288 S.W. 777 (Bond 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
Bond v. St. Louis-San Francisco Railway Co., 288 S.W. 777, 315 Mo. 987, 1926 Mo. LEXIS 795 (Mo. 1926).

Opinion

*994 RAGLAND, P. J.

This is an action against a carrier for personal injuries to a passenger, alleged to have been caused by its negligence. The negligence is charged in the petition in the following language:

“Plaintiff states that the defendant failed and neglected its said duties, so that by reason of such negligence plaintiff was injured in the following manner and particulars, to-wit:
. . On the early morning of September 1, 1922, at about 3:50 a. m., when defendant’s said passenger train No. 805, carrying plaintiff'therein as a railway postal clerk, reached and ran upon a certain trestle near Starland, in-County, Missouri, on account of the carelessness and negligence of the defendant, its agents, servants and employees, said south-bound passenger train was permitted and allowed to become derailed and wrecked, and said trestle was permitted, allowed and caused to collapse under said train, thereby derailing same, and the coaches, including the mail car in which plaintiff was riding, were thereby caused, permitted and allowed to be thrown and hurled from said track and trestle with great force and violence. . . . and the derailment of said train and mail car, and the striking thereof on the ground below said trestle, was so violent and severe that plaintiff was hurled and thrown towards the end of said mail ear, and at and against the sides thereof, and iron bars and other fixtures and appurtenances therein, and that great quantities of mail and other heavy objects were thrown at and against and upon the plaintiff and he was buried beneath the same, so that then and thereby plaintiff was severely bruised and injured.’’

The answer, so far as material, is as follows:

“Defendant . . . admits that it is a railway corporation, as pleaded in plaintiff’s petition, and that it is the owner of, and engaged in the operation of, the line of railroad as set out in said petition, and was at the time and place in question operating its passenger train as a common carrier, as pleaded by plaintiff; admits that at the date mentioned in plaintiff’s petition the plaintiff was in the employ of the United States Government in the capacity of a *995 railway postal clerk, and as such operated on defendant’s passenger train, as alleged in plaintiff’s petition; admits that while the plaintiff, as an employee of the United States Government in the capacity of mail clerk, was on defendant’s passenger train aforesaid, there was a wreck of said passenger train, and in which plaintiff was injured, but defendant denies that said wreck and injury to plaintiff aforesaid were caused by any negligence or carelessness whatever on the part of defendant, its agents, servants or employees, as pleaded m plaintiff’s petition; and further answering, denies each and every other allegation, averment and statement in plaintiff’s petition contained, . . . that there was no negligence on the part of the defendant, either in the construction or maintenance of said bridge or trestle, or in the equipment and operation of said train; but defendant alleges and avers that said wreck occurred, as alleged in plaintiff’s petition, about 3:50 a. m. ; that shortly before and in the immediate vicinity of said trestle, and of the territory drained by the stream over which said trestle spanned, there was an unusual, unprecedented, extraordinary rainfall; that it occurred at the time of night aforesaid and was such an unprecedented and extraordinary flood as to cause a precipitation of said flood water so rapidly and so forcibly and of such an amount as to destroy and wash out a part of the supports, bents and structures of said bridge, and at such a time in the night and so near to the time the train attempted to cross over the said bridge that the defendant, its servants and employees did not know, and had no reason to suspect that a part of said bridge had been destroyed; and that by reason thereof, said bridge or trestle gave way as the train attempted to cross same and caused the wreck in question; but defendant avers chat same was not caused by any act of negligence or carelessness whatever on the part of the defendant, its servants or employees, but was caused by an act of God. ’ ’

On the trial below plaintiff offered evidence in support of the allegations of the petition, namely, that the mail car in which he was being carried by defendant was.derailed and wrecked and he injured in consequence thereof — -the principal part of the proof going to the extent and nature of the injuries suffered. Having made this proof plaintiff rested.

The evidence offered by defendant to rebut the inference of negli gence arising from plaintiff’s proof tended to show the following facts:

On defendant’s line of railroad from St. Louis to Memphis, Tennessee, ninety-seven miles from St. Louis, there is a bridge or trestle which carries its tracks across a deep ravine. The place is known as Starland. The bridge structure was described by defendant’s chief engineer as follows:

“This model represents a pile trestle, which was the type of bridge in use at that particular place. A pile trestle is one in which the. *996 principal supports are piling. They are driven in bents. A bent is a cluster of pile driven side by side at right angles to the track, a standard even distance apart, lengthwise of the track. The standard distance is fourteen feet, center to center.
“There are eleven bents, or ten panels, the space between the bents being called panel. The trestle was 138 feet from end to end. Some of the bents were not quite fourteen feet centers; they were driven a little closer than fourteen; the piling are driven side by side, as represented in this model, by a steam pile driver that is propelled along the track. . . .
“These bents have placed on top of them a cap which is a stick of timber fourteen inches square and fourteen feet long; through that cap a drive bolt goes down into the top of each pile; the bents are braced together to make them stiff and stable by what is termed ‘sash braces,’ which are placed, usually, about halfway between the cap and the ground line, at right angles to the piling, and bolted through; three-fourths-inch bolts; iron bolts; all bolts being iron in this structure. They have other sway braces . . . above and below the usual brace, these braces being three by ten long leaf yellow pine timber, and bolted through the pile. Then there is a line of strut braces to stiffen the bent in the center; these are six by eight timbers, and are bolted to the pile at a distance — the top of the cap is placed, a line of stringers on each side supporting the rails, each line of stringers — being three stringers under a rail — eight by sixteen inches in diameter and twenty-eight feet long. The stringers lap over two bents, and by placing one short stringer on the first bent in the middlé it makes what is termed a lap joint over each lap. There is a line of these stringers, three on a side, under each rail. On top of them is placed the bridge ties; they are six by eight by nine feet long, spaced one foot centers. That makes them closer together than the ordinary track ties. ’ ’

The bents were numbered from north to south. The ravine was somewhat “Y” shaped. The depth to

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Bluebook (online)
288 S.W. 777, 315 Mo. 987, 1926 Mo. LEXIS 795, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bond-v-st-louis-san-francisco-railway-co-mo-1926.