Olson v. Shellington

94 N.W.2d 20, 167 Neb. 564, 1959 Neb. LEXIS 82
CourtNebraska Supreme Court
DecidedJanuary 9, 1959
Docket34448
StatusPublished
Cited by13 cases

This text of 94 N.W.2d 20 (Olson v. Shellington) is published on Counsel Stack Legal Research, covering Nebraska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Olson v. Shellington, 94 N.W.2d 20, 167 Neb. 564, 1959 Neb. LEXIS 82 (Neb. 1959).

Opinion

Boslaugh, J.

This appeal is from a judgment in favor of appellee for damages resulting from injuries sustained by him while a guest in an automobile operated by appellant in a manner alleged by appellee to have been grossly negligent. Appellant tested the sufficiency of the proof to warrant a verdict for appellee at the completion of his case-in-chief and again after the final rest of the parties, and each of the motions was denied. The verdict was for appellee and judgment was accordingly rendered. A motion by appellant for judgment notwithstanding the verdict or, in the alternative, for a new trial was denied. This appeal is a challenge of the correctness of the action and conclusion of the district court.

The assignments in this court are that the trial court erred in denying each of the motions of appellant for a directed verdict in his favor; in submitting the case to the jury because of the absence of evidence of gross negligence of appellant in any of the respects charged; and in denying the motion of appellant for judgment *566 notwithstanding the verdict or for a new trial. The substance of these is that the evidence fails to sustain a finding adverse to appellant on the issue of gross negligence. They will be so considered in the disposition of the appeal.

The tragedy resulting in this litigation occurred on the night of June 29, 1952. Appellee, who had then completed his second year in high school, was 16 years of age. Appellant, who had just finished his junior year in high school, was then 17 years of age. They, Bill Griggs, and Charlie Swenson were members of the Junior American Legion baseball team of Wakefield where they resided. The ball team was to engage in competition with another baseball organization in Wayne on the date above stated, and the four of them and Gerald Meyer, who was not a member of the baseball team, departed from Wakefield in an automobile operated by appellant in the early evening of that date for Wayne. They proceeded west from Wakefield on a road which intersected Highway No. 15 at which place they turned south and continued until they arrived at their destination. This part of their sojourn was uneventful. They, except Gerald Meyer, participated in the ball game and soon thereafter at about 11 o’clock they, except Bill Griggs who had made other plans, were ready to commence the return trip from Wayne to Wakefield.

They elected not to follow the route they did on the trip to Wayne but to travel what is referred to in the record as the Seventh Street road. Its course from Wayne was due east 8 miles where it intersected a road 2 miles south of Wakefield on which they expected to finish the return trip. The Seventh Street road was described as a better-than-average, fairly smooth, solid, dry, dirt road. It was frequently intersected by other roads and was quite hilly in places. There was a hill of moderate elevation slightly more than one-fourth of a mile west of the place of the accident which is the subject of this litigation. It leveled off to the east some *567 800 to 900 feet west of the site of the accident and from there to the bridge where the accident occurred the road was generally on the same grade as the bed or floor of the bridge. The road west of the bridge was 20 feet wide. It extended due east and west until it came near to the west side of the bridge which constituted a part of the road. The bridge was 6 miles east of Wayne. It was on a 45 degree angle from southwest to northeast and was in fact the intersection of the Seventh Street road and a north-and-south road. The road from the south intersected the road from the west at the southwest end of the bridge. The bridge because of its position on an angle would have been directly in the course of each of the roads if they had been extended and continued in a straight course. A traveler proceeding on the road from the west if he continued in a straight course to the east when he came to the bridge, would have struck the railing on the right-hand or southeast side of the bridge as he proceeded towards the east. It was because of this that as the road from the west approached very near to the bridge, it sharply curved to the northeast so that entry on the bridge by a traveler from the west could be made at the southwest end of the bridge. The bridge was not easily visible to a traveler from the west until he was quite near it. It was estimated that the bridge could be seen by such a traveler when he was from 100 to 200 feet from it.

The bridge was a concrete structure 25 feet wide, and 28 feet long. It had a concrete floor. There was a railing on each side made of channel iron the length of the bridge and each was fastened to 5 metal standards set in cement. A 12-inches-wide, 3-inches-thick, 20-foot-long standard bridge plank was placed along the inside of the right-hand railing of the bridge, extending from the southwest corner of it toward the northeast. It was fastened to the railing and also a metal post near the southwest corner which supported a bridge-capacity *568 plate or marker. The top of the plank was about 3 or 3% feet above the floor of the bridge at the southwest end and it decreased in height toward the northeast until that end of it rested on or near the floor of the bridge. The floor of the bridge was covered with dirt, the railing was unpainted and badly rusted, and the plank was unpainted and weather-beaten. Each of these blended into the color of the road and was not easily distinguishable. There had been prior accidents on this bridge. The right-hand railing had been forced outward and downward. It was afterwards straightened up to some extent but it was not in good condition.

There was a bridge-capacity sign or marker on a metal post 3 or 3% feet high at the southwest corner of the bridge near the southwest end of the southeast railing of the bridge. It was a reflector type of sign or marker and it would reflect a red color and shine at night if a light shown on it. There was on the marker “10 TON CAP.” The headlights of an automobile if they were a proper height from the surface of the road would illuminate the marker when the car was about 300 feet from it until the car approached and came to the location of the sign. It faced the southwest in an attempt to be visible to travelers approaching it from the west and from the south. It was estimated to be 4 inches wide by 6 inches long or 4 inches wide by 8 inches long. The long way of it was perpendicular. Probably because it was on an angle, it appeared smaller than it actually was. It was said that it appeared to be about 2 inches wide to a traveler on the highway. There was evidence that the marker was there in place as it had been for 2 or 3 years on the afternoon of June 28, 1952, which was the day before the accident.

The occupants of the automobile when it left Wayne on the return trip were appellant who operated it, appellee in the back seat was to the right, to the left of him was Charlie Swenson,, and Gerald Meyer was to the right of appellant in the front seat. They continued *569 that seating arrangement until the accident. Appellee had never traveled the Seventh Street road between Wayne and Wakefield or any part of it except 2 miles immediately east of Wayne. He depended on appellant as the driver of the automobile. The weather was pleasant and dry. It was clear but quite dark.

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Cite This Page — Counsel Stack

Bluebook (online)
94 N.W.2d 20, 167 Neb. 564, 1959 Neb. LEXIS 82, Counsel Stack Legal Research, https://law.counselstack.com/opinion/olson-v-shellington-neb-1959.