26 Pa. Super. 425 | Pa. Super. Ct. | 1904
Opinion by
In 1845 the county erected a wooden bridge across Loyalhanna creek, and in 1889 replaced it with ah iron bridge upon the same abutments. These, however, were raised about a foot, and this necessitated filling in the roadbed constituting the ascending approach to the bridge to within from three to seven inches of the top of the wing wall in question. This wall was perpendicular, and at the point of the accident was in the neighborhood of sixteen feet in height. The plaintiff, a woman about sixty-nine years of age, and Mrs. Garris were driving a single horse and buggy along the highway which when it reaches the approach to the bridge, turns to the left. When they got part way up the approach they saw for the first time a team and driver coming across the bridge from the other direction. They testified that their failure to see the team before they made the turn and started to drive up the approach, was due to the fact that their view was obstructed by trees and vines. As to the obstruction of the view of one approaching the bridge in this direction, there was the corroborative testimony of other witnesses. The approach not being wide enough for them to pass, the plaintiff and her companion stopped on the left side of the approach about twelve feet from the opening of the bridge, leaving a space on their right for the team to pass them. When the team came opposite them, being quite close, their horse became frightened, evidently fearing that the-team would run into them, and backed them over the wing wall, and all were cast into the stream below. This, substantially, is the version given by the plaintiff and her witnesses of the accident. The defendant’s witnesses gave a somewhat different version, but as the assignments of error alL go to the refusal of the court to give binding instructions for the defendant, we need not refer to the conflicts of evidence. They have been decided by the jury under adequate and impartial instructions of which no complaint is made; therefore we have no concern whatever with the disputed questions of fact.
1. It is contended that the plaintiff and her companion were
2. It is further contended that the fright of the horse, not the absence of a guard rail or other sufficient barrier, was the proximate cause of the injury. In determining what is proximate cause, the true rule is that the injury must be the natural and probable consequence of the negligence, such a consequence as, under the circumstances of the case, might or ought to have been foreseen by the wrongdoer as likely to flow from his act: Hoag v. Lake Shore, etc., R. R. Co., 85 Pa. 293. Whilst the rule upon the subject is well settled, the difficulty has been in the application of it to the facts of the innumerable cases that have arisen. It is true there are cases in which it has been held to have been the duty of the court to declare as matter of law that the negligent omission to provide a guard rail at a point like that in question, although concurring with the fright of the horse, was not the proximate cause of the accident. Many of the cases of this class are collected in Card v. Colum
3. The defendant’s remaining proposition is that, under the Act of April 9, 1872, P. L. 1011, the county was not responsible for the condition of the approach to the bridge, because the supervisors of Loyalhanna township had not notified them thereof. The title of the act is “ To require the county commissioners of Westmoreland county to repair county bridges on due notice from the supervisors of any township in which a county bridge is or may be erected.” The act relates only to repairs, and we think the learned trial judge has quite clearly shown, in his opinion overruling the motion for a new trial, that the defects complained of were not occasioned by use, decay, injury, dilapidation or partial destruction, but existed in the original structure as it was left by the county in 1899 when it reconstructed the bridge. And this conclusion is supported by the testimony of John Martin who superintended the work for the contractor. Being asked how were those wing walls in elevation with respect to the level of the road when the bridge w;as finished, he answered: “ The old roadbed was about eighteen inches below the top of the wing wall, and to make the approach to the new bridge level it had to be filled one foot, leaving it six inches practically about, is the wing wall above the roadbed. Q. At that time were there any guard rails or other protection than those six inches of wing wall ? A. That was all; simply the coping above the fill.” In Rigony v. Schuylkill County, 103 Pa. 382, where the duty of the county to repair county bridges within the limits of a bor
Judgment affirmed.