Opinion by
The County of Delaware in 1886 constructed a bridge in the City of Chester as a part of a public highway. It was made with girders, upon which a solid floor was placed, and attached were brackets which supported a sidewalk. The iron-work was fastened in the ordinary way with gusset plates, angle pieces, and stiffeners. Wooden joists passed from the steel stirrups, and the planks placed thereon furnished the necessary passageway for pedestrians. There were seven connected units, each independent.
About ten years after the bridge had been placed in service, a canal boat, forced by floating ice beneath one of the spans, caused the portion of the structure which later collapsed, to be put out of alignment, and the braces were removed for repair. The plate, attached to the supporting iron, was removed and straightened by hammering, and replaced with bolts connecting it with the girder, and then again covered with the angles. This made impossible of observation any defect which might exist therein. After the accident which gave rise to the present litigation, an examination showed an old frac
On September 10,1921, a boy was seen to be struggling for life in the water beneath the bridge, and a large number of people, including the appellant, rushed upon the span to observe the attempt to rescue him. The unit of the sidewalk collapsed, and the result, in part, is the injury now complained of. The supporting plate was removed later, and its condition was found to be as above described. An action brought to recover damages ended in a direction of a nonsuit, which the court declined to set aside; hence, this appeal.
Plaintiff depended for recovery on the proof of the collapse of the bridge, the damage sustained, the notice of the defect implied from the conditon of the iron-work, as disclosed when repairs were made in 1896, already referred to, and the testimony of two experts, who stated that the crack in the plate “might” have been discovered by tapping with a hammer. One of them, Chase, said the main thing was “visual examination,” and the further method of inspection to find possible faults might show to the “most experienced expert,” who would “hit at the right place,” what was wrong; and the other, Christy, stated, “I don’t think an average man, who had simply done engineering experience, would be apt to” discover
A few months before the accident, the county engineer had examined the bridge by direction, and reported his observations to the officials. As a result, repairs were made approximating in cost $>3,000. The court below, in an opinion filed, pertinently remarked: “It will thus be seen that there was no proof that the county engineer did not make use of a hammer, neither does it appear that if he had there would have been any certainty of the sound disclosing a crack. Besides, it is highly improbable, inasmuch as the gusset plate was fastened to the brackets by seven bolts, thus preventing any vibration, that the use of a hammer would have disclosed a crack......This evidence......did not amount to proof, coming from one upon whom the burden rested, of the highly improbable proposition that there would be a sound-producing vibration finder the hammering of a plate rigidly fast, so as to disclose a crack along the edge of it, firmly enclosed in the enveloping angle irons.”
To recover, it was necessary that lack of some due precaution for the protection of the public be established. The bridge had been in use for more than thirty years, and failure to take proper care cannot be rested on the original manner of design or building (Eichenhofer v. Phila.,
If the defects are observable by reason of exterior marks, steps must be taken immediately to protect the traveling public: Case v. Lehigh C. & N. Co.,
Yocum, — as far as appears, a competent engineer,— did undertake an examination of the bridge a few months prior to the accident, and reported a necessity for certain
The judgment is affirmed.
