St. Louis & San Francisco Railroad Company v. Hill

Decision Date14 May 1906
Citation94 S.W. 914,79 Ark. 76
PartiesST. LOUIS & SAN FRANCISCO RAILROAD COMPANY v. HILL
CourtArkansas Supreme Court

Appeal from Crawford Circuit Court; Jeptha H. Evans, Judge reversed.

Reversed and remanded.

L. F Parker and B. R. Davidson, for appellant.

1. The evidence does not support the verdict. There is no proof that partially undermining one of the mudsills would materially affect the strength of the bridge, or that the undermining of the mudsill caused the train to be wrecked. Under the allegations of the complaint, plaintiff must show that this defect caused the injury. 45 N.W. 1096; 1 Sutherland on Dam. § 30; 2 Labatt, M. & S., § 803; 105 N.Y. 202; 55 F. 949; 179 U.S. 658; 166 U.S. 617; 158 N.Y. 73.

2. Appellant was not negligent in failing to provide a bridge that would support a derailed train. It is shown by the proof that the train in this case was off the track before it reached the bridge. 57 N.W. 31; 45 Ark. 318; 38 A. 621, and citations supra and postea. The master is only required to anticipate ordinary and probable consequences, and to provide against injuries that should be foreseen. 35 Ark. 602; 94 U.S. 469; 153 N.Y. 274; Labatt, M. & S., § 142; Ib. § 140; 1 Sutherland on Dam., § 34; 54 Am. Rep. 5. An unexpected strain put upon an appliance is not fairly within the contemplation of the master where he put it in use. Labatt, M. & S., § 146a; 148 Mo. 413; 98 Mich. 128. Appellant had the right to assume that the servants would obey the rules, and not back a train at a dangerous rate of speed. 84 F. 944; 51 N.W. 31; Labatt, M. & S., § 142 and note.

3. The proximate cause of the injury was the fast running and derailment of the train, and this the company could not foresee. Watson on Dam. for Pers. Inj., §§ 33, 141, 145; 69 F. 528; 74 F. 155; Black's Law & Pr. in Accident Cas., § 21; 52 N.H. 528; 158 N.Y. 73; 57 Am. Rep. 602. In determining the proximate cause, the rule is the injury must be the natural and probable consequence of the negligence. 13 Am. Rep. 264; 19 Ib. 631; 85 Pa.St. 293. The master cannot anticipate and provide against disobedience to orders. 128 F. 540; Labatt, M. & S., §§ 30 b, 590, 608; 37 A. 676. If a new and efficient cause intervenes, then the originating cause is a remote cause. 7 Wall. 44; 77 N.Y. 83; Black's Law -- Pr. in Acc. Cas., § 280; 105 N.Y. 202. Where the injury may have been the result of two or more causes, one as probable as the other, the party cannot recover. 133 N.Y. 657; 166 U.S. 619; 179 U.S. 658; Watson, Dam. for Pers. Inj., § 161; 124 F. 113. See also 34 N.E. 233; 8 N.Y.S. 573; 28 Am. Rep. 84; 27 Am. Rep. 653; 56 Ark. 213.

4. There was no presumption, arising from the fact that a wreck had occurred and an employee was injured, that the company had been guilty of negligence, and the court erred in refusing to so instruct the jury. 44 Ark. 527; 46 Ark. 555; 51 Ark. 467; 104 F. 746; 135 F. 313; 179 U.S. 658.

Sam R. Chew and Brizzolara & Fitzhugh, for appellant.

The issue in this case, as made up by the pleadings and proof, is, was the deceased killed on account of a defective bridge which defendant knew, or, by the exercise of ordinary care, should have known, was in an unsafe condition? Appellee declines to be led away from this, the only issue, into a discussion of issues not raised below. They will not be considered by the court. 36 Cal. 404. It was appellant's duty to use ordinary care to see that the bridge was safe. 2 Labatt, M. & S., § 568, note h and cases cited; 3 Elliott on Railroads, § 1271. A railroad company is liable for the death of an employee caused by the falling of a bridge negligently constructed or maintained by the company as a part of its road. 67 Cal. 607; 95 Mo. 268; 37 Kan. 710; 20 S.W. 955.

BATTLE, J. HILL, C. J., being disqualified, did not participate.

OPINION

BATTLE, J.

Wallace H. Hill was a brakeman on the cars of the St. Louis & San Francisco Railroad Company, and was killed on the 9th day of September, 1903, while engaged in that capacity. Z. T. Hill, his father, was appointed his administrator, As such administrator, he brought this action against the railroad company for damages sustained by him as the next of kin of the deceased. He alleged in his complaint that W. H. Hill was a brakeman on a train of the defendant, and while he was on the train, and it was running on a certain bridge of the railroad company, the bridge gave way and wrecked the train, and inflicted upon Hill, the brakeman, injuries which caused his death; and that the bridge was unsafe, and fell down, and caused the injury complained of, because the defendant carelessly and negligently allowed the waters passing under it to undermine the sills upon which the bents supporting it rested.

The defendant denied the allegations of the complaint. A jury was impaneled to try the issues, and upon a trial returned a verdict in favor of the plaintiff for $ 1,250.

The bridge mentioned in the complaint was over a stream known as Crowder Creek, and was a part of the railroad of the defendant. In September, 1903, a freight train of the company was derailed; and while it was off the track it ran on the bridge, and caused it to fall and wreck the train. W. H. Hill, a brakeman then in the service of the company, was killed in the wreck. Before and about the time of the accident the bridge was out of line; a cavity about four inches deep and seven or eight inches wide was washed under one of the sills; two of its bents had slipped, one about six inches and the other about twelve inches, and both appeared to be "leaning down the creek." The track, being out of line, had been taken up, aligned and respiked, which did not affect the security of the bridge, as trains heavier than the one derailed had thereafter passed over in safety. There was nothing to indicate that it would have fallen if the cars had remained on the track. Witnesses differ as to where the train first left the track. Some locate it about one hundred and fifty feet west of the bridge, and another at the west edge of the creek, which we understand to be on the bridge. There was evidence tending to prove that the derailment was caused by the rapid backward movement of the train.

The court, over the objections of the defendant, instructed the jury, in part, as follows:

"If the bridge under the track at the place where the wreck occurred in its supports was in a defective and unsafe condition for the passage of trains, and defendant knew this, or by the exercise of ordinary care on its part ought to have known it, and such defective and dangerous condition of the bridge as to its support, if such condition existed, caused the wreck, and the wreck produced injury to and the death of W. H. Hill, then the defendant is liable for such injury and death, unless W. H. Hill knew, or by the exercise of ordinary care on his part ought necessarily to have known, of such defective and unsafe condition, if there was such defective and unsafe condition.

"9. If the condition of the bridge over Crowder Creek as to its support was in a defective and unsafe condition, and yet the wreck would have occurred notwithstanding such defective and unsafe condition, then the giving way of the bridge, if it did give way, and consequent wreck of the train, if the giving way of the bridge caused a wreck, cannot in law be said to have caused the injury and death of Hill. But if the bridge as to its support was in a defective and unsafe condition, and the tender went off the track before reaching the bridge, and the wreck occurred by reason of said defective and unsafe condition of the bridge in its supports and of the tender being off the track, but would not have occurred but for such unsafe and defective condition of the bridge as to its supports aforesaid, then such defective and unsafe condition of the bridge in its support is in law an efficient proximate cause of the wreck and of the consequent injury and death of Hill, if the injury and death ensued to him by reason of said wreck."

The defendant asked the court to instruct the jury, in part, as follows:

"6. If you find from the evidence that the bridge was sufficient to support the trains running upon the track, or steel rails, but was not sufficient to support a train which was running, and off the track of steel rails, and that this strain or a portion of it was off the track when it came upon the...

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