Peake v. Omaha Cold Storage Co.

64 N.W.2d 470, 158 Neb. 676, 1954 Neb. LEXIS 79
CourtNebraska Supreme Court
DecidedMay 21, 1954
Docket33451
StatusPublished
Cited by12 cases

This text of 64 N.W.2d 470 (Peake v. Omaha Cold Storage Co.) 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
Peake v. Omaha Cold Storage Co., 64 N.W.2d 470, 158 Neb. 676, 1954 Neb. LEXIS 79 (Neb. 1954).

Opinion

Messmore, J.

This is an action at law brought by Ray Peake, as plaintiff, in the district court for Douglas County, against the defendant, Omaha Cold Storage Company, a corporation, to recover property damage resulting from a collision between a truck owned by the plaintiff and a truck owned by the defendant. The defendant denied any negligence on its part, and filed a counterclaim alleging negligence on the part of the driver of the plain *678 tiff’s truck which caused the collision and property damage to the defendant. The case was tried to a jury resulting in a verdict in favor of the plaintiff. Motion for judgment notwithstanding the verdict and for a new trial filed by the defendant was overruled. The defendant appeals.

The pleadings of the respective parties, insofar as necessary to consider in this appeal, are in substance as follows: The plaintiff’s petition alleges that the damages occasioned to the plaintiff were the direct and proximate result of the negligence of the defendant corporation acting through its employee Winfield S. Boaz in the following particulars, as summarized in the trial court’s instructions: (1) In-the defendant’s driver failing to accord to the plaintiff’s transport the right-of-way; (2) in the defendant’s driver failing to keep a proper lookout for traffic upon the highway; (3) in the driver of the defendant’s truck and trailer driving directly into the path of the transport owned by the plaintiff when the plaintiff’s transport was in such close proximity that a collision could not be avoided; (4) in the defendant’s driver failing to heed the sounding of the horn given by the driver of the plaintiff’s transport; and (5) in the driver of the defendant’s truck suddenly making a turn from the west, or left side of the highway to the right side thereof without giving a proper and legal signal.

The defendant’s answer and counterclaim charged that the collision and the property damage resulting to the defendant’s truck were caused solely by the negligence of John D. Newell, the driver of the plaintiff’s transport, in the following particulars, as summarized in the trial court’s instructions: (1) That the driver of the plaintiff’s transport drove the same at a rate of speed greater than was reasonable and prudent under the conditions then existing, considering the load carried by the transport, and at a rate of speed in excess of 20 miles an hour; (2) that the driver of the plaintiff’s transport *679 attempted to pass the tractor and trailer of the defendant on the wrong side thereof; (3) that the driver of the plaintiffs transport drove the same more closely to the tractor and trailer of the defendant than was reasonable and prudent under the circumstances; (4) that the driver of the plaintiff’s transport failed to accord the right-of-way to the defendant’s tractor and trailer; (5) that the driver of the plaintiff’s transport failed to stop the same in time to avoid striking the trailer and tractor of the defendant; and (6) that the driver of the plaintiff’s transport failed to keep a proper lookout for vehicles traveling upon the highway.

At the time of the accident, the plaintiff was engaged in the business, as sole owner, of transporting gasoline, kerosene, and tractor fuel. He owned a 1948 International tractor and gasoline-tank trailer approximately 28 feet long, composed of four compartments which would contain 5,100 gallons. The trailer was pulled by a tractor, the overall length of the tractor and trailer being from 33 to 36 feet in length and approximately 8 feet in width at the widest point. The unit was loaded at the time of the accident and weighed 51,600 pounds.

The defendant’s unit was an International tractor with a semi-trailer attached, of an overall length of 43% to 44 feet, its greatest width being 8 feet. Its weight was approximately 9,500 pounds. This trailer carried a trade name of “Ocoma.” It was loaded with 50 pounds of cargo at the time of the accident, and was driven by Winfield S. Boaz, an employee of the defendant, who was killed in the collision.

For convenience we will refer to Ray Peake as plain-tiff, and the Omaha Cold Storage Company, a corporation, as defendant, as the same are designated in the district court; to the plaintiff’s International tractor and trailer as the Peake truck; to the driver of the same, John D. Newell, as Newell; to the defendant’s International truck and semi-trailer as the Ocoma truck; and to its driver, Winfield S. Boaz, as Boaz.

*680 The collision occurred about noon on July 20, 1951, on a highway a short distance north of an intersection where Madison Avenue intersects State Highway No. 31 in Elkhorn, Nebraska. Highway No. 31 runs north and south, has a concrete surface, and is 20 feet in width at the point of collision. Madison Avenue, which intersects Highway No. 31 on the west side thereof, consists of black-top paving and is 20 feet in width. Where it enters Highway No. 31 it spreads out, or expands, to a width of 63 feet. There is also involved in this collision a graveled road which intersects Highway No. 31 on the east, and which is north of where Madison Avenue intersects Highway No. 31. This road is 14 feet wide and runs east of the highway a distance of 15 feet and then makes a sharp curve to the south to the property of the defendant located under and just east of the viaduct. This graveled road is about 105 feet north of the center point of Madison Avenue, and it is 60 feet'from where the north edge of Madison Avenue meets the highway to where the south edge of the graveled road meets the highway. The collision occurred approximately at the point where the graveled road enters Highway No. 31 from the east, within the limits of the village of Elkhorn where the speed is fixed by ordinance at 20 miles an hour. There is a stop sign approximately 25 feet west of where Madison Avenue intersects Highway No. 31 to require traffic proceeding east on Madison Avenue to stop before entering the intersection. There is also a graveled road extending to the northeast of. Madison Avenue and entering Highway No. 31 which is protected by a stop sign. Highway No. 31 is also protected by a stop sign on the graveled road intersecting it from the east heretofore mentioned. On the east side of Highway No. 31 is a house occupied by one Daily, and a tree which will be designated as where the vehicles laid immediately after the collision.

The viaduct, or overpass, consists of an earthen elevation of the highway on the north and south sides of the *681 railroad tracks which run generally in an east-west direction. The highway coming from the south slopes artificially upward toward a point adjacent to and 25 feet above the level of the railroad tracks; and the highway coming from the north does likewise. These two points in the roadbed, which have been artificially elevated by earthen structures, are joined together by a steel and concrete bridge that spans the railroad tracks and the valley wherein they lie. Highway No. 31 is 24 feet wide on the bridge portion of the viaduct but narrows as it goes down the earthen incline on the north so that from a point 53 feet from the north end of the bridge portion of the viaduct up to and beyond the point of collision the highway is 20 feet in width. There are guardrails on the east and west sides of the viaduct.

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Cite This Page — Counsel Stack

Bluebook (online)
64 N.W.2d 470, 158 Neb. 676, 1954 Neb. LEXIS 79, Counsel Stack Legal Research, https://law.counselstack.com/opinion/peake-v-omaha-cold-storage-co-neb-1954.