Davis v. Saville

120 S.E. 160, 137 Va. 562, 1923 Va. LEXIS 180
CourtSupreme Court of Virginia
DecidedNovember 15, 1923
StatusPublished

This text of 120 S.E. 160 (Davis v. Saville) is published on Counsel Stack Legal Research, covering Supreme Court of Virginia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Davis v. Saville, 120 S.E. 160, 137 Va. 562, 1923 Va. LEXIS 180 (Va. 1923).

Opinions

■Burks, J.,

delivered the opinion of the court.

[563]*563 This is the companion ease of Davis, Director General, v. Hubbard’s Adm’r, 132 Va. 193, 111 S. E. 446. Hubbard was killed and Saville injured in the same accident; They were assistant signal maintainers of eight months experience on the Chesapeake and Ohio Railway, and traveled from place to place on the railroad, in the discharge of their duties, in a gasoline motor car. The scene of the accident was on a piece of double track, and while trains going west usually traveled on the westbound track and those going east on the eastbound track, it was a very common practice, with which Hubbard and Saville were familiar, to reverse the traffic at different points. The accident occurred at a point a short distance west of old Jerry’s Run tower, and the injury was inflicted by an express train carrying eight coaches and running up-grade at from fifteen to eighteen miles an hour. The railroad is here climbing the Alleghany mountains. It runs well up on the side of the mountain, frequently cutting through rocky bluffs and constantly curving in different directions in order to obtain the desired elevation. About 1,800 feet east of the place of the accident there is a mile post, No. 303, which was referred to in the Hubbard case as a whistle post. But there is no whistle post within two miles of this point. The road is through the mountains. There is neither station nor road crossing within that distance. The old Jerry’s Run tower had been removed about three-fourths of a mile further west, but before its removal it was customary to sound the whistle about mile post 303 or a little east thereof, and after its removal this custom was frequently observed, although there was no necessity for it.

At the time of the accident the old Jerry’s Run station was occupied by a Mrs. Fridley as a dwelling. Just east of Mrs. Fridley’s house and old Jerry’s Run tower, [564]*564the railroad passes through a cut, the bank of which is from sixteen to eighteen feet high on the south side—■ the fireman’s side going west. The western portal of this ent is thirty feet east of Old Jerry’s Run tower. Trains going west come around a right-hand curve along the base of the mountain until they reach the western portal of a cut nearly a quarter of a mile east of Mrs. Fridley’s house, from thence the track is straight for 830 feet to a point in the cut just east of Mrs. Fridley’s house. It then turns to the left and continues to the left on a three degree curve to and beyond the point of the accident. Mrs. Fridley’s house is thirty-eight feet from the eastbound track, and has one window fronting the railroad and another looking west along the railroad track. There is a high bluff on the right or north side of the railroad just west of Mrs. Fridley’s house. From a point on the railroad just opposite Mrs. Fridley’s front window to the point of set-over, hereinafter mentioned, is 228 feet five inches, and from the latter point to the point of accident is 311 feet, thus making 539 feet five inches from Mrs. Fridley’s window to the point of accident. From the point of the accident, looking east, to the curve in the cut just east of Mrs. Fridley’s is 754 feet six inches.

Saville and Hubbard were traveling west on the westbound track. Train No. 1, which struck them, had been diverted and was traveling west on the eastbound track. Before reaching Mrs. Fridley’s house, Saville and Hubbard had trouble with their motor and had gotten off their car and were pushing it along the westbound track when they passed Mrs. Fridley’s house. After they had passed her house something over two hundred feet, Mrs. Fridley heard the whistle of No. 1 somewhere east of her house. When she heard the whistle blow, she saw Saville and Hubbard set the motor [565]*565car over from the ‘westbound track to the eastbound track and proceed to push it along the up-grade on the eastbound track without ever at any time turning their heads to look back. She was still standing at her west window when the train passed on the eastbound track and continued to watch the train and Saville and his companion until the engine struck them, killing Hubbard and severely injuring Saville. The point of set-over is 228 feet five inches west of Mrs. Fridley’s south window, and the point of the accident is 311 feet west of the point of set-over.

Leffel, who was examined as a witness for the plaintiff in the Hubbard Case, was not examined in this case, but, in lieu thereof the plaintiff introduced an engineer of five years experience and a map made by him of the scene of the accident, and a witness, A. G. Fauver. He proved by both of these witnesses various points along the approaching track from which a person, with an unobstructed view, could see a person standing on the track at the place of set-over. But this testimony was not deemed of sufficient importance to be even the subject of comment in the brief of the defendant in error. The map has not proved helpful to the court in ascertaining the facts of the case. It is on a different scale from other maps in the case, and every point of the compass has been reversed. The top of the map is south instead of north, and the right side is west instead of east. The Director General also introduced a cross-section map showing the slopes of the banks on each side of the track in the bluff just east of Mrs. Fridley’s house. This map is not made a part of the record, but its correctness is not disputed. It is not claimed that the maps introduced by the Director General are inaccurate in directions, curves or measurements, but only that the map introduced by the plaintiff shows more [566]*566clearly the slopes of the cut east of the Fridley house and the width of the cut at the top and bottom. To use the language of the brief for the defendant in error: “The map offered in the case at bar by the plaintiff is a much more comprehensive map and one that sets forth the conditions at the point of accident, and near there, much more clearly than the map which was offered in the case of -Hubbard’s Administrator against the Director General of Eailroads, and the map offered in the case at bar by the plaintiff shows the point of set-over; that is, the point where the plaintiff set the motor car from the westbound track to the eastbound track, and also shows that from the curve east of Mrs. Fridley’s house, where the train first comes in sight of the point' of set-over, that this curve is in favor of the engineer and .gives him an opportunity to see from that .curve the point of set-over, and beyond that point, and shows that there is nothing to obstruct the view of the engineer from said curve, westward to the point of set-over and beyond that point.”

The map filed by the Director General and made a part of the record, not only shows each of these points but many others besides. This latter map was not in the Hubbard Case, but was used as illustrative on the re-argument of that case. The new map introduced in this case by the defendant in error is only valuable as furnishing a basis for inference as to what the engineer or fireman might have seen from their positions on the engine, which inferences are contradicted by undisputed positive testimony.

The Hubbard Case had the most careful consideration of every member of the court. After full argument, both orally and on the briefs, differences of opinion developed among the judges, and reargument was had at the instance of the court on certain specified questions. The [567]

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Related

Director General of Railroads v. Hubbard's
111 S.E. 446 (Supreme Court of Virginia, 1922)

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Bluebook (online)
120 S.E. 160, 137 Va. 562, 1923 Va. LEXIS 180, Counsel Stack Legal Research, https://law.counselstack.com/opinion/davis-v-saville-va-1923.