Casey v. Wrought Iron Bridge Co.

89 S.W. 330, 114 Mo. App. 47, 1905 Mo. App. LEXIS 280
CourtMissouri Court of Appeals
DecidedOctober 2, 1905
StatusPublished
Cited by49 cases

This text of 89 S.W. 330 (Casey v. Wrought Iron Bridge Co.) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Casey v. Wrought Iron Bridge Co., 89 S.W. 330, 114 Mo. App. 47, 1905 Mo. App. LEXIS 280 (Mo. Ct. App. 1905).

Opinion

JOHNSON, J.

Plaintiff while travelling upon a public highway in Kingfisher county, Oklahoma, was injured by the collapse of a bridge over which he and his companions were driving at the time. This action is to recover damages for injuries sustained. The defendants are alleged to be contractors who built the bridge, under contract with the board of county commissioners of Kingfisher county. During progress of the trial plaintiff suffered a compulsory nonsuit as to the defendant Hoover. This appeal is prosecuted by the remaining defendant, The Wrought Iron Bridge Co., against which the plaintiff recovered judgment in the sum of four thousand dollars.

The petition is in two counts. In the first, after pleading certain sections of the Oklahoma statutes, prescribing the powers of the county commissioners, and certain other sections defining nuisance, plaintiff charges in substance, that defendant constructed the bridge in question under contract with the commissioners; that when completed it was opened, by defendant, for public use shortly before the accident, but had not been accepted or approved by the commissioners; that in the contract and specifications, attached thereto, the bridge was to be in eight spans, one of eighty and seven [54]*54of twenty feet in length, the larger span to be supported by four tubular piers, thirty-two feet high and thirty inches in diameter, resting upon solid concrete foundations, and filled with concrete of designated composition. Then follow specific charges of negligence, “That defendants. . . ' negligently and carelessly filled said tubes with dirt, sand, twigs and leaves, with insufficient quantities and poor quality of cement and rock, and neglected to mix, blend and tamp said materials, so that they did not constitute a solid body, but were weak, loose and brittle. . . Negligently and' carelessly planted said tubes upon foundations of like material filling the tubes, rendering said foundations weak, soft, spongy, and unfit to support said bridge .. . . on account thereof said bridge was unable to support the lightest travel, and was utterly unfit for use. . . By reason of the real conditions described, and the negligence of the defendants aforesaid, said structure at the time of its erection was, and thereafter continued to be a public nuisance.” The fall of the bridge, while plaintiff was crossing, was alleged to be the fault of the negligent construction described.

The facts alleged in the second count are in substance the same as those in the first, with the exception that the allegations of the first relating to the charge that the bridge was a public nuisance are omitted, and additional averments aremade that “said structure at the time of its erection was, and thereafter continued to be imminently dangerous to all persons attempting to cross, and use the same. All of said conditions were known to defendant, or could have been known, by the exercise of ordinary care in time to remedy said defects and prevent said injury.”

Defendant unsuccessfully demurred to both counts, on the ground that neither stated a cause of action, and at the conclusion of the evidence filed a motion that plaintiff be required to elect upon which count he would stand, and upon the overruling of this motion asked a [55]*55peremptory instruction directing a verdict for defendant. The questions of pleading involved will he considered with those presented by the action of the court in refusing to give a demurrer to the evidence.

Defendant in its answer, among other defenses including a general denial, pleaded an acceptance of the bridge by the county commissioners before the injury. The affirmative defenses were put in issue in the reply filed by plaintiff.

Among the facts in evidence about which there is no dispute are these: The board of county commissioners was the lawfully constituted agent of the county, in charge and control of works of public improvement, and as such was authorized by law to build the bridge; its proceedings leading to the making of the contract were regular and lawful; it decided to let the contract for the building of the structure with the exception of the dirt approaches, which were to be built by the township in which the bridge was situated. General dimensions were furnished bidders. The Wrought Iron Bridge Go. was at the time engaged in the business of manufacturing and constructing bridges, with its place of business at Canton, Ohio. J. W. Hoover, with headquarters at Kansas City, was its agent for Oklahoma. He caused a design for a bridge, together with plans and specifications, conforming to the dimensions furnished, to be prepared at Canton, and submitted them, together with a bid to the board of commissioners. These were approved and accepted, and a contract was made between the Board and Hoover, who at the time was acting for the defendant bridge company, and took the contract in his own name, for convenience only. .The con-' tractor was required “To furnish all metal work . . . and all other materials, and to construct and complete ready for travel, a bridge . . . to be built in accordance with the specifications” for which the contractor was to receive, when the work was completed and accepted, the sum of one thousand, eight hundred dollars.

[56]*56The superstructure of the main central span was to be of wrought iron, supported at each end of its four corners by a metal tube about thirty feet in length and about thirty inches in diameter, to be filled with concrete, the idea being to support the superstructure upon four monolithic columns, encased by metal sheeting. These columns in turn were to rest upon solid concrete foundations of sufficient depth to secure stable and unyielding support. The remaining seven spans were to be constructed of wood and supported upon wooden spiles driven into the ground. So far as external appearances indicated, the bridge was built in substantial conformity to the requirements of the contract. Shortly after beginning work the Board decided to lengthen the bridg’e by adding three additional bents or spans, each sixteen feet long. A supplemental contract was made, between the Board and the contractor, for the work. The additional spans, when completed, complied with the terms of the new agreement, which required them to be of similar construction to that of the seven wooden spans. Upon the completion of the bridge, the contractor’s foreman in charge of the work requested an inspection thereof by the Commissioners. The three members of the Board personally examined the structure, and the foreman withdrew his force and left the work as completed.

In the condition it. then was the bridge could not be used as a part of the highway, for the reason that at either end there was a gap of some fifteeen feet between it and the bank. These were afterwards closed under the direction of the township officials, for the purpose of making it passable. Both banks were precipitous, and were from eight to twelve feet high. Planks were nailed to the spiles at both ends of the bridge to form barricades to hold the filling. Earth and other substances were dumped in until a level roadway was made from the banks to the bridge. When these connections were completed the bridge was left open and the public began using it, and continued such use to the time of its fall, a [57]*57period of some four or five weeks. The use to which, the bridge was subjected during that time was but ordinary. There was no extraordinary or unusual strain imposed upon it from any cause, aside from those resulting from its own weakness.

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Cite This Page — Counsel Stack

Bluebook (online)
89 S.W. 330, 114 Mo. App. 47, 1905 Mo. App. LEXIS 280, Counsel Stack Legal Research, https://law.counselstack.com/opinion/casey-v-wrought-iron-bridge-co-moctapp-1905.