Humphrey v. Virginian Railway Co.

54 S.E.2d 204, 132 W. Va. 250, 1948 W. Va. LEXIS 83
CourtWest Virginia Supreme Court
DecidedDecember 18, 1948
Docket9944
StatusPublished
Cited by13 cases

This text of 54 S.E.2d 204 (Humphrey v. Virginian Railway Co.) is published on Counsel Stack Legal Research, covering West Virginia Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Humphrey v. Virginian Railway Co., 54 S.E.2d 204, 132 W. Va. 250, 1948 W. Va. LEXIS 83 (W. Va. 1948).

Opinions

*252 Riley, President :

Plaintiff, Alfred Humphrey, instituted this action in the Circuit Court of Fayette County against The Virginian Railway Company, C. T. Wade, B. L. Murphes, Ray Thompson and Cecil Terry to recover damages for personal injuries, which included the loss of both legs above the knees, ,a fractured scapula and numerous bruises and lacerations. The jury rendered a verdict against the railway company in the sum of forty thousand dollars and acquitted the individual defendants. To the judgment against it, based upon the jury verdict, the railway company prosecutes this writ of error.

The declaration, consisting 'of two counts, charged, and the evidence established, that plaintiff was injured by a train of the defendant railway company on or adjacent to the west end of a public crossing at Willis Branch, Fayette County. The first count of the declaration, directed against the railway company, C. T. Wade, its engineer, and its fireman, B. L. Murphee, and other agents, servants and employees unnamed in the declaration, charges plaintiff’s injuries to the negligent operation of the train by ‘defendant’s said engineer and fireman and “other agents, servants and employees” of defendant corporation; and the second count of the declaration charges that the railway company and the defendants, Thompson and Terry, its section foreman and road master in charge of the construction and maintenance of the crossing and defendant’s railway tracks, respectively, and other agents, servants and employees, carelessly and negligently failed to perform the alleged duty of inspecting, keeping, repairing and maintaining the crossing in a safe and usable condition, as a result of which plaintiff caught his left foot between the plank of the crossing and the rail so that he was struck by defendant’s train before he could extricate himself.

At the place of the injury, defendant’s railway runs in a generally east-west direction and a public road *253 parallels the railroad on its north side about twenty-five feet therefrom, from which a secondary dirt road runs up a sharp incline and diagonally crosses the railroad at the crossing in question in a generally southeast direction toward Willis Branch, Fayette County. The crossing is constructed of hard-surfacing material and oak boards five inches thick, ten inches wide and twenty-four feet long, placed on both sides of each rail. These boards rest on one and two-inch shims placed on the ties and fastened by twelve-inch boat spikes driven through the boards and shims into the ties. The outside boards are placed against the rail, but, in order to accommodate the flanges of the train wheels, the inside boards are placed approximately two and one-half inches from the rails. Between the inside boards, the crossing, for a width of fourteen feet is covered with rock ballast with a layer of asphalt next to the rail, and the ends of the inside boards are beveled about seven inches. The beveling is required, according to defendants’ evidence, to lessen the danger of the brake, rigging and other underlying parts of the locomotive and cars striking the boards. At the end of the inside board, between which and the rail, plaintiff claims his foot became caught, the board slants from two inches at the side nearest the rail to three and one-half inches at the far side. At the time and place plaintiff claims his foot was caught, this board extended somewhat beyond the hard surface of the crossing, though there is substantial evidence introduced by defendants, that at the time the crossing boards were originally placed the hard-surfacing extended to the end of the boards. The rails at the point in question are seven and one-half inches high, and, according to plaintiff’s evidence, which in view of the jury verdict must be taken as true, the tops of the rails are one and one-half inches higher than the inside board. The top of the rail is one and one-half inches in depth and extends one and one-eighth inches from the web of the rail making a space on slanting angle from the near side of the board to the bottom of the rail of approximately five and one-fourth inches.

*254 As the train, consisting of fifty-seven loaded coal cars, seven of one hundred tons each and fifty of fifty tons and a caboose, with an engine pulling in front and two in the rear engaged in pusher service, approached the crossing from the west going in the direction of Pax, it was on an upgrade of one-tenth of one per cent, with a curve of approximately four degrees leading into a tangent at three hundred twenty-eight feet from the west end of the crossing As disclosed by an actual test made at night with a locomotive of the type involved in this action, the crossing could be seen for the first time at the front of the locomotive on the engineer’s side at a distance of two hundred sixteen feet ten inches, and from the fireman’s side at three hundred ten feet six inches. Defendant’s evidence is to the effect that after emerging from the curve at night a short interval of time is required for the engineer and fireman to focus their eyes on the site of the crossing.

Shortly before plaintiff was struck, it had been raining and there was a rising mist. As the train approached the crossing, it was travelling at a speed of twenty to twenty-five miles an hour. The engineer Wade testified that if the tracks and wheels were dry, the train would travel a thousand feet before it could be brought to a stop and twelve hundred to thirteen hundred feet would be required if the rails were wet. But other witnesses testified variously to the distance in which the train could be brought to a stop. One of plaintiff’s witnesses testified that the train could be brought to a stop on dry tracks at three hundred feet, and several other witnesses, two of whom testified for the plaintiff, gave the distance required to stop at four to twelve hundred feet in dry weather, and farther if the rails and wheels were wet.

On Saturday evening, July 14, 1945, plaintiff, after attending a picture show at Pax, a town a short distance east of the crossing, went to Long Branch to a pool room, immediately west of the crossing, where beer was served. He remained there until the proprietor closed *255 the place at midnight. While there he said he drank four or five bottles of beer, but one witness, W. E. Sweeny, testified that plaintiff and one Jack Penn, a colored man, were drinking what witness thought was moonshine whiskey, and that plaintiff was intoxicated. Plaintiff denies this, and asserts he was not intoxicated. Other witnesses testified variously as to whether plaintiff was, in fact, intoxicated. After the closing of the pool room, plaintiff and Jack Penn went to the latter’s home, where they played cards until nearly two o’clock Sunday morning, when plaintiff started toward his home at Willis Branch. In proceeding there plaintiff did not follow the public road to the crossing, but went up a steep bank to a path running along the railroad on the north side and followed the path east until he reached the northwest corner of the crossing. He testified as he walked along the path, he stepped “up” on the hard surface of the crossing, where vehicular traffic crossed the railway tracks, stepped over the north rail and stumbled in the middle of the tracks, catching his left foot between the inside board and the south rail.

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Bluebook (online)
54 S.E.2d 204, 132 W. Va. 250, 1948 W. Va. LEXIS 83, Counsel Stack Legal Research, https://law.counselstack.com/opinion/humphrey-v-virginian-railway-co-wva-1948.