Copeland v. Wabash Railroad

75 S.W. 106, 175 Mo. 650, 1903 Mo. LEXIS 82
CourtSupreme Court of Missouri
DecidedJune 9, 1903
StatusPublished
Cited by10 cases

This text of 75 S.W. 106 (Copeland v. Wabash Railroad) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Copeland v. Wabash Railroad, 75 S.W. 106, 175 Mo. 650, 1903 Mo. LEXIS 82 (Mo. 1903).

Opinion

BURG-ESS, J. J.

— This is ah action for thirty-five thousand dollars damages alleged to have been sustained by plaintiff, a passenger conductor on defendant’s railroad, by reason of the negligence of defend[655]*655ant company in failing to provide and maintain a bridge which was reasonably safe. The specific allegations of the petition upon which the case was tried are as follows :

1. That said bridge was a pile bridge and on account of the character of the stream and the country ■drained by it, such a bridge at that place was not reasonably safe.

2. That the piling that supported said bridge had become rotten, unsound or defective, and therefore not reasonably safe.

3. That there was not sufficient earth around some of said pilings and for that reason the bridge was not reasonably safe.

The answer was a general denial.

The trial resulted in a verdict 'and judgment in favor of plaintiff for $15,000.

Defendant appeals.

The accident occurred by reason of the train, upon which plaintiff was discharging his duties, being •ditched at Rose branch in Clay county, on June 26,1897. Plaintiff left Union Depot at Kansas City at 6:20 that evening in charge of his train, his objective point being St. Louis. The train had to cross Rose branch, a small stream about one mile west of Missouri City, and twenty miles east of Kansas City. As it was crossing Rose branch the bridge over that stream gave way, wrecking and ditching it, by reason of which plaintiff was greatly and permanently injured.

Rose branch is a stream about three and one-half miles long, skirted upon either side by broken land and abrupt bluffs, heavily timbered. It drains about thirteen hundred acres of land. For many years persons in the locality had been cutting timber in the valley of this stream and on the hills on either side of it. The tops of the trees were scattered along the branch and in the valley and on either side of it. Logs, full-grown trees and other timber were cut and lying loose in and [656]*656across the branch and in its valley. This state of affairs had existed for years and was known to the defendant long prior to the time Mr. Copeland was injured. The precipitous bluffs on either side of the stream caused the water to rush into it with great rapidity. An ordinary rainfall would cause it to overflow, and when it overflowed it carried great quantities of timber and driftwood and lodged it against the piling supporting the railroad bridge.

On the evening of the accident, June 26,1897, plaintiff left Kansas City at 6:20 p. m. as conductor in charge of a regular east-bound passenger train on defendant’s railroad, bound for St. Louis. The train was composed of an engine, tender and seven cars, viz., a mail car, three passenger coaches, a chair car, baggage car, and a sleeping car. It was raining some, but not very hard when the train left Kansas City.

The regular west-bound passenger train on defendant’s road arrived in Kansas City that evening just before the train in charge of plaintiff left there. This train passed over Rose creek bridge at 5:43 p. m. and was on time at Missouri City, one mile east of there at 5:38 p. m. This train safely crossed over Rose creek bridge at the usual rate of speed, and at that time the water was not running in the branch underneath that structure., It was raining “just a very little bit” when this train crossed over Rose creek bridge. This train had seven passenger cars and was heavier than the train in charge of plaintiff.

An extra freight train east-bound from Kansas City to Missouri City, composed of an engine and tender and ten or twelve loaded cars and three empty cars, or fifteen cars in all, passed over Rose creek bridge in perfect safety at 6:20 that evening. It was not raining and there was very little water in Rose branch when this train crossed it. Defendant’s section foreman with three men and a hand car passed over Rose creek bridge that evening at 5:45 p. m. going east to Missouri City. [657]*657There was no water in Rose branch then, “to amount to anything.” It was just beginning to rain. The foreman “noticed nothing unusual as to the condition of the bridge over Rose creek.”

There is, as the record shows, very little water in the branch at ordinary times.

The driftwood in time of heavy rains floated down Rose branch and lodged against the piling supporting the railroad bridge, but was removed as soon as practicable by defendant’s section men. These men saw no driftwood in Rose branch on the evening of the accident when they passed over the bridge.

The bridge in question was constructed in 1890. On the east and west banks of the stream, stone abutments were constructed upon which the bridge rested. The bridge was what is known as a pile bridge with about sixty feet of waterway between the abutments. The stringers upon which the rails of the track rested were white pine, seven by sixteen,- and thirty-two feet long; that is, they were sixteen inches at the top, seven inches wide, and thirty-two feet long. The joints in the stringers were broken; that is, every other one was crossed, starting with sixteen feet, then the next one would come thirty-two feet and fasten over with caps, and the next one the same way.

Underneath the bridge, supporting it, were three rows of piling sixteen feet apart, and sixteen feet from the edge of each abutment, Each row or bent contained six piles, or eighteen in all. ■ These piles were of Missouri white oak, perfectly new in 1890, purchased, along the line of defendant’s railway, and were inspected at Moberly by an experienced bridge-builder before being used, and were all sound. As unloaded at the bridge, these piles were each thirty-five feet long, but were cut off to thirty feet each, so as to fit in the space under the rails. • They varied from sixteen to eighteen inches in diameter, and were driven from fifteen to seventeen [658]*658feet in the earth to the solid rock, where they could not be driven further. In driving these piles a steam hammer weighing 2,500 pounds was used. After the- piles were driven, cross braces were put on each row or bent ,of six piles.

After the accident it was discovered that the west side of the pilings in the bridge was entirely gone, and the piling in the middle bent was broken square off, and the piling in the east bent broken and splintered.

Defendant’s tracks cross Rose branch at right angles, at which point its bottom is solid rock or soapstone, and level or nearly so-, but its covering was of made earth not evenly spread over it; the bed of dirt upon it was standing on its surface. It was higher and much more solid on the east side and gradually inclined down towards the west abutment. The main channel of the stream ran next to the west abutment and against the west row of piling.

The wagon road passing under the bridge was not a public road or one much traveled, but was a place where some neighbors passed through going to- and from their work. This road, or passage-way, was between the east abutment and the east row of piling, and practically on the bank of the stream. From this wagon road the dirt gradually declined down toward the west row of piling, and the west abutment, until the earth around the west row of piling was perhaps not half so deep as the dirt beneath the wagon road, nor was it near so compact or solid because it was sandy, and the water usually standing on it percolated through it.

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Bluebook (online)
75 S.W. 106, 175 Mo. 650, 1903 Mo. LEXIS 82, Counsel Stack Legal Research, https://law.counselstack.com/opinion/copeland-v-wabash-railroad-mo-1903.