Sumey v. Fayette County

147 A. 851, 298 Pa. 93, 68 A.L.R. 596, 1929 Pa. LEXIS 575
CourtSupreme Court of Pennsylvania
DecidedSeptember 30, 1929
DocketAppeal, 112
StatusPublished
Cited by5 cases

This text of 147 A. 851 (Sumey v. Fayette County) is published on Counsel Stack Legal Research, covering Supreme Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Sumey v. Fayette County, 147 A. 851, 298 Pa. 93, 68 A.L.R. 596, 1929 Pa. LEXIS 575 (Pa. 1929).

Opinion

Opinion by

Mr. Justice Frazer,

An attentive examination of the record satisfies us the judgment of compulsory nonsuit was proper and that the trial court did not err by its refusal to take it off. The testimony establishes the fact of the accident and the manner of its occurrence, but no more. Plaintiff, a farmer and owner and operator of a grain threshing outfit, comprising a traction engine, hay baler, threshing machine and water tank, the whole weighing over fourteen tons, attempted to drive the entire equipment over a county bridge. At the moment the four wheels of the tractor and the front wheels of the baler entered upon the bridge, that end suddenly collapsed, carrying the tractor and baler, with the floor of the bridge, to the bed of the stream. The two machines were damaged and the plaintiff seriously injured.

The contention of plaintiff is that the accident was due to negligence. of defendant county, through its county commissioners, in not maintaining the structure in a safe condition, in failing to properly inspect it and in permitting its use when unduly and dangerously burdened by the weight of an iron water pipe line installed from one end to the other. The bridge was erected in 1872, the substructure and the superstructure were of steel, the floor of oak planks, and the supporting steel beams extending to the top embedded in concrete casements. Heavy traffic had frequently passed over it, and plaintiff himself had driven his threshing outfit across at least four times previous to the day of the acci *97 dent. The fourth crossing occurred four days before the collapse, and, during that and the three earlier crossings, no weakness in the structure was indicated and no vibrations were noticeable. Before entering upon it the fourth time, plaintiff himself made a careful inspection of the structure. “We went under the bridge,” he testified, “we examined the joists, the sills; came back, walked across the bridge; went down under to the other end and examined it as close as we could; we looked up at the supports that she rested on at the top, which they looked good to me in every shape and form.” Immediately before proceeding to cross on the day of the accident, plaintiff sent a companion ahead who inspected the structure and signalled “it was all right.”

The evidence discloses that a few days previous to the accident a two-inch iron water pipe had been placed along one side of the bridge and at the date of the collapse a part of the pipe had been “boxed up” with yellow pine boards, filled in with damp manure. Plaintiff had observed the pipe line on his previous crossing and knew it was there when he attempted to cross on the day of the accident.

Rejecting the claims of plaintiff that the county commissioners were negligent in not properly maintaining the bridge in safe condition, and in not making adequate inspections, and that the presence of the water pipe line imposed too great a weight upon the structure by adding to the burden of regular traffic, the court below says: “There was no testimony to show that the bridge was not safe, nor was it attempted to be shown that it was not maintained in any particular as it should have been, or that the added weight of the pipe line, box and manure imposed upon it an additional burden, which, added to the burden of authorized traffic, was more than it was able to carry.” The record fully sustains these findings. The testimony and the official reports of the county engineer showed that he had, at the instance of *98 the county commissioners, made repeated and careful inspections of the structure, the last examination being nine weeks before the accident. His inspections included the entire steel structural work, the flooring and the abutments, and the only repairs found necessary was the bolting of a 6 x 8 inch plate to a beam to prevent slight vibrations.

While counsel for plaintiff do not stress it, they cling to the theory that latent defects existed, that these should have been discovered in the course of inspections and that, being in existence, they insist that the added weight of the water pipe line affected these imperfections and caused the collapse. It is of course within the range of possibility that hidden faults in the structure existed; but throughout the extended evidence produced by plaintiff not the slightest testimony probative of such defects was given. The collapsed bridge material remained for weeks open to all for rigorous inspection. Yet, so far as the record shows, neither latent nor visible defects were discovered. No corrosion, decay, or rust, no hidden cracks or flaws were testified to by any witness or by plaintiff himself, nor was there testimony to show that the skilled engineer who made the examinations had not used all proper means to test and show the safe condition of the structure. In Rapho et al. v. Moore, 68 Pa. 404, 408, we said “That a municipal corporation, though bound to the duty of maintenance and repair, is not absolutely bound for the soundness of the structures it erects as parts of a public highway, must be admitted to be the general doctrine of the authorities on this question. It is not an insurer against all defects latent as well as patent, but is liable only for negligence in the performance of its duties,” and further when “the defect in a lawful structure is latent or is the work of a wrongdoer, either express notice of it must be brought home to the corporation, or the defect must be so notorious as to be evident to all who have occasion to pass the place or to observe the premises.” It may, accordingly, *99 not be presumed that, where, as in the present case, careful and adequate inspections disclosed neither latent nor patent defects, and none were even suspected, the examiner was to make numerous borings into the steel structure, disconnect parts or apply minute scientific and costly tests, proceedings which would most certainly and distinctly have weakened the bridge. A county is not required to adopt every test known to experts to ascertain the safe condition of a bridge: Robinson v. N. Y. C., etc., R. R. Co., 20 Blatchford (U. S.) 338, 340.

Counsel for plaintiff note specially Gehringer v. Lehigh Co., 231 Pa. 497, 507, as a strong support of their claim that the county commissioners were remiss in their duty. But in that action, where the circumstances of the accident were similar to those here, the bridge was constructed entirely of wood, the examinations were insufficient and made not by experts, the repairs previous to the accident were inadequate, and it,was discovered after the collapse of the bridge that timbers in it were affected with dry rot, and that the defects were reasonably apparent to the county commissioners. The evidence there fully proved the liability of plaintiff.

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Bluebook (online)
147 A. 851, 298 Pa. 93, 68 A.L.R. 596, 1929 Pa. LEXIS 575, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sumey-v-fayette-county-pa-1929.