Baltimore & Ohio Railroad v. Wilson

117 Md. 198
CourtCourt of Appeals of Maryland
DecidedJanuary 11, 1912
StatusPublished
Cited by1 cases

This text of 117 Md. 198 (Baltimore & Ohio Railroad v. Wilson) is published on Counsel Stack Legal Research, covering Court of Appeals of Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Baltimore & Ohio Railroad v. Wilson, 117 Md. 198 (Md. 1912).

Opinion

Stockbridge, J.,

delivered tbe opinion of tbe Court.

Tbe present case derives its chief importance from tbe fact that tbe jury before which it was tried rendered a verdict in favor of tbe plaintiff for twenty thousand dollars, one of tbe largest verdicts in an action for damages for personal injuries rendered in this State. But with tbe amount of the verdict this Court has nothing to do. That was a question for tbe jury, if tbe case made out was one which it was proper ,to submit to a jury, under suitable instructions, and for the Court in which it was tried upon tbe motion for a new trial.

The questions of law upon which the case is brought before this Court are few in number, but one of them at least is of considerable importance.

The Fourth Bill of Exceptions was taken to the action of the trial Court in its rulings upon the defendant’s prayers, the first- of which was to the effect that there was no legally sufficient evidence to entitle the plaintiff to recover. As this went to the entire case of the plaintiff, a succinct statement of the facts as testified to by the witnesses becomes germane to the consideration. The Baltimore and Ohio Railroad had a single track bridge over the Susquehanna River which was being reconstructed and converted into a double track steel bridge. This involved the taking down of the previously existing structure. For this purpose and the further purpose of continuing the operations of the railroad, there was erected false work to support the track while the work was proceeding, and which false work was designed to bear the weight of the new bridge during the progress of the work, together with the machinery necessarily employed in the construction. The plan was that the bridge when completed should rest upon piers built of concrete, the spans between the several piers being of various lengths. The main span between the Cecil county end of the bridge [206]*206and Watson’s Island was to- be 337 feet in length. To support the construction of this span and the track of the railroad during the time of construction, two towers were erected. The manner of erecting these towers was: First, double rows of piles were driven in the bed of the river thirty feet apart, each row containing. twenty-eight piles. The rows of piles were parallel with the general direction of the river, and at apparently a right angle with the general direction of the bridge and railroad to be constructed above. These piles were then capped with heavy timber and upon this capping were erected uprights' of 12 by 12 timbers, the outer of which or possibly all, were battered, that is, inclined so as to resist and distribute the strain from above. The upper ends of these uprights were in turn capped and the same method of construction continued until the desired height was reached, so that the railroad tracks were elevated about ninety feet above mean tide.-' In addition to the battering, the uprights were braced by longitudinal and X braces.

After the construction of ■ these towers the trains of the defendant company were run upon and over this false work without accident from about the middle of July, 1908, until the 23rd of September. Shortly after 6, o’clock on that morning a passenger train, west bound, passéd over the bridge. This train passed the plaintiff, who was a day watchman on the bridge employed by the defendant company, not far from the west end of the bridge. ’ The plaintiff, after this train had passed continued on across the bridge to the east end, and then started to return across the bridge; He had proceeded but a short distance when he met an east-bound freight.' The locomotive and two or three cars of this train passed him, when the structure collapsed, carrying down the false work and cars, together with the plaintiff, ninety feet. By this fall the plaintiff was severely injured, and it is to recover for the injuries so sustained that this suit is brought.

[207]*207The plaintiff called as witnesses Joseph Brandt, who had worked at bridge building’ for about ten years; Murray Wood, who had been similarly employed between five and six years; Christopher Burns, also a bridge worker for five and a half years; George Horner, similarly employed for sometime, and Carroll Boyd, also a bridge worker for about six years. After testifying to the method of constructing the false work, they .gave evidence which may be epitomized as follows, without quoting the precise questions and answers of each witness: On the afternoon of September 22nd, for the purpose of driving a bolt home in the new steel work, a portion of a rail weighing in the neighborhood of 1,200 pounds was used as a rammer. While being so used the rail or rammer broke and a piece of it fell, striking and cutting off an end or comer of one of the caps below. 'This it was subsequently testified by the witness Eeynolds, who was a foreman on that part of the work, and who was called by the defendant, had no effect upon the strength of the tower. "But it was further testified to by the witnesses for the plaintiff, that the timbers on one of the towers were out of plumb, by some that they had buckled, and that this condition became worse as time progressed, and that it had increased to such a degree that it was the occasion of conversation among the men employed on the work as they were returning home the evening before the accident, and the attention of the foreman Eeynolds was called to it. Most of the witnesses place the point of what they describe as buckling at the cap where the piles and the first set of the 12 by 12 timber uprights came together. That these workmen were correct is corroborated by the witness Eeynolds, who testified that the piles did lean out, though he denied that there had been a technical buckle, and he also testifies that they had been in this condition from the time they were first capped, but insists that the safety of the structure was not affected thereby.

For the purpose of the prayer now being considered, the evidence of the witness of the defendant, Reynolds, is imma[208]*208terial and is referred to only to show that the conditions testified to by the plaintiff’s witnesses, who were practical men, rather than experts, is amply supported. The rule is •too well settled to require any citation of authorities, that a master is bound to provide a reasonably safe place for ■the servant to work in. The plaintiff’s evidence tended to show that the place provided was upon a temporary structure of high elevation, required to sustain heavy weights and vibration, where one of the supports had buckled, or was out of plumb, or had sprung, and that this condition had been increasingly manifest up to the time of the happening of the accident. This evidence, if believed by the jury, would clearly have ¿warranted an inference that the accident was due to the negligence of the defendant in' failing to provide a reasonably safe place for the plaintiff to perform his duties, and the refusal of the trial Court to grant the first prayer of the defendant was entirely correct.

The defendant’s third prayer was likewise properly refused. It required the jury to find either that the Bail-road Company did not use due care in planning the reconstruction of the bridge, or in inspecting the work during its progress, entirely ignoring the element that the bridge was or should have been constructed in accordance with the plans; or that the railroad company did not use due care in selecting the American Bridge Company to reconstruct the bridge.

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Bluebook (online)
117 Md. 198, Counsel Stack Legal Research, https://law.counselstack.com/opinion/baltimore-ohio-railroad-v-wilson-md-1912.