Gilkerson v. Baltimore & Ohio Railroad

41 S.E.2d 188, 129 W. Va. 649, 1946 W. Va. LEXIS 88
CourtWest Virginia Supreme Court
DecidedDecember 21, 1946
Docket9807
StatusPublished
Cited by52 cases

This text of 41 S.E.2d 188 (Gilkerson v. Baltimore & Ohio Railroad) 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
Gilkerson v. Baltimore & Ohio Railroad, 41 S.E.2d 188, 129 W. Va. 649, 1946 W. Va. LEXIS 88 (W. Va. 1946).

Opinion

Haymond, Judge:

On the night of January 7, 1944, between the hours of eleven o’clock and twelve o’clock, midnight, Virgil Ray Gilkerson, a youth fifteen years of age, while riding as a guest with other companions in a automobile driven by Orville Hall, was killed in a collision between the automobile and a passenger train of the Baltimore and Ohio Railroad Company at a grade crossing in the western section of the City of Huntington, which is located in Wayne County, West Virginia. This action was instituted by the plaintiff, Henry A. Gilkerson, the father of the deceased, as administrator of his estate, against the defendants, Baltimore and Ohio Railroad Company, and Lynn B. Van Lear, the engineer, and Carl J. Williams, the fireman, who were operating the train at the time of the wreck, to recover damages for the alleged wrongful death of his son. The jury returned a verdict in favor of the plaintiff against the three defendants for $10,000.- *652 00, upon which verdict the trial court entered final judgment. To that judgment the defendants prosecute this writ of error.

The collision occurred on Burlington Road, in the City of Huntington, at the point where that public street or highway crosses the main line of the Baltimore and Ohio Railroad Company, which passes between Kenova and Huntington, in this State. The grade crossing on which the train struck the automobile is located 2,010 feet east of the Huntington flood wall. The tracks of the railroad company are straight for a distance of approximately 3,200 feet to the west of the crossing and for a distance of approximately 600 feet to the east of the crossing. U. S. Route 60, which, in'this part of the city, passes over and along one of its streets known as Piedmont Road, and extends from Kenova to Huntington, intersects with Burlington Road, a street improved or paved with concrete surface, 20 feet in width, about 300 feet south of the crossing.

From the point of its interesection with Piedmont Road, Burlington Road runs almost due north in practically a straight line, and intersects and passes over, in succession, Bradley Road, the railroad tracks, Waverly Road and Auburn Road. Piedmont Road and Bradley Road are located, respectively, about 300 feet and about 30 feet south, and Waverly Road and Auburn Road are located, respectively, about 80 feet and about 800 feet north, of the railroad crossing. In crossing Bradley Road, a few feet south of the railroad tracks, Burlington Road swerves gradually to the east, but this slight change from a straight line to another straight line does not affect the visibility to and over the railroad crossing. Piedmont Road and Bradley Road, located to the south, and Waverly Road and Auburn Road, located to the north, of the railroad crossing, are public streets which run east and west. They are parallel with each other and the railroad tracks, and they cross Burlington Road at right angles. Piedmont Road, continuing west from its intersection with Burlington Road, south of the railroad *653 crossing, crosses the railroad tracks at a point 3,223 feet west of the railroad crossing on Burlington Road.

North of the railroad crossing and parallel with the railroad tracks, sections of an abandoned street car line, comprising four iron rails, are imbedded in and extend across the concrete portion of Burlington Road. The northernmost rail of this old street car line is located at a distance of 72.5 feet north of the north rail of the railroad. South of the railroad tracks the surface of Burlington Road is almost level with the top of the railroad tracks. North of the railroad tracks its surface is likewise almost level and on the same elevation as that of the rails for a distance of about 80 feet, at which point the grade descends rather abruptly to a depth of about 15 feet below the elevation of the railroad tracks, about midway between the railroad tracks and Auburn Road. Near the southwest corner of Waverly Road, and approximately 80 feet from the center line of the'railroad, is a street light suspended about 19 feet above the surface by a cross-arm on a pole, which cross-arm extends overhead to a point west of the center of Burlington Road. About midway between Waverly Road and Auburn Road, on Burlington Road, there is another light which is also suspended above the surface of the street. These lights were equipped with 400 candle power bulbs and were burning on the night of the collision. There is a third overhead street light at the intersection of Burlington Road and Piedmont Road, about 300 feet south of the crossing. Sixteen and one-half feet east of the center line of the concrete pavement on Burlington Road, and about 28 feet from the north rail of the railroad tracks is a silent railroad crossing sign, which is 14 feet in height. At the time of the collision there were weeds, brush, and bushes or small trees along the railroad right of way between Waverly Road and the railroad tracks west of Burlington Road, which extended from a point near the railroad crossing to the west for a distance of several hundred feet and which ranged from four feet to ten feet in height.

*654 From a point in Burlington Road 113 feet north of the north rail of the railroad, the view to the west along the tracks is clear for a distance of 2,010 feet, or to the flood wall, and from a point in the same road ten feet north of thenorth rail, the view to the west is clear for a distance of 3,200 feet. The view to the west along the railroad from various points in Burlington Road between 79 feet and 17 feet north of the railroad tracks extends from 1,500 feet to 2,200 feet.

Most of the locations and the distances, set out above, are taken from maps introduced by the defendants, without objection, and the correctness of these maps is not questioned by any of the parties to this action. The locations, distances and conditions, heretofore stated, existed at the time of the collision.

The amended declaration, upon which the case was tried, contained seven counts. The first, second, third, fourth and fifth counts, respectively, allege failure, by the defendants, to operate the train in a proper manner and at a reasonable rate of speed, to keep a proper lookout, to give proper signals by bell and whistle of the approach of the train to the crossing, and to keep reasonable and proper lights burning. The sixth and seventh counts allege- violation of a city ordinance by failure to observe speed limits and to install warning signals at the crossing. The separate demurrer of the defendant, Baltimore and Ohio Railroad Company, was sustained to the sixth count and overruled as to all other counts. Issue was joined upon the plea of not guilty of the defendants and the general replication of the plaintiff. At the conclusion of the evidence introduced by the plaintiff, the defendants, jointly and severally, moved the court to direct a verdict of not guilty. This motion the court overruled. After the return of the verdict, the defendants moved the court to set aside the verdict and grant them a new trial. The court overruled the motion and entered upon the verdict the judgment of which the defendants complain.

*655 The decedent and his companions in the automobile at the time of the collision were high school students who, earlier that night, had attended basketball games at Cat-lettsburg, Kentucky.

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Bluebook (online)
41 S.E.2d 188, 129 W. Va. 649, 1946 W. Va. LEXIS 88, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gilkerson-v-baltimore-ohio-railroad-wva-1946.