Barnes v. DAVIDSON

226 P.2d 289, 190 Or. 508, 1951 Ore. LEXIS 164
CourtOregon Supreme Court
DecidedJanuary 4, 1951
StatusPublished
Cited by17 cases

This text of 226 P.2d 289 (Barnes v. DAVIDSON) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Barnes v. DAVIDSON, 226 P.2d 289, 190 Or. 508, 1951 Ore. LEXIS 164 (Or. 1951).

Opinion

ROSSMAN, J.

This is an appeal by the defendants from a judgment of the Circuit Court, based upon a verdict, in favor of the plaintiff, and entered in an action wherein the plaintiff charged that the defendants so negligently operated a tanker truck owned by them that *511 it collided with, a similar vehicle owned by the plaintiff. Both parties to this action are in the business of operating tanker trucks which transport gasoline.

The defendants present five assignments of error. The first two are predicated upon the refusal of the court to give instructions to the jury requested by the defendants; the remaining three are based upon instructions which were given to the jury.

The complaint, after charging that the defendants operated their tanker truck negligently and thereby caused it to collide with the plaintiff’s, prayed for damages in the amount of $2,221.29; The answer, in addition to denying all averments of negligence, alleged that the plaintiff’s tanker truck was operated negligently, that it collided with the defendants’ and that it inflicted upon the latter damages to the extent of $5,890.62.

The vehicles which were involved in the collision were combination trucks and trailers. The plaintiff’s was about 55 feet long. Its driver described it as seven feet, eight inches, or seven feet, nine inches, wide and the defendants’ as “a little bit wider than mine.” At the time of the mishap the plaintiff’s tanker truck had a full load of gasoline, the defendants’ was empty.

The collision occurred February 3, 1949, at 6:00 a.m., upon a bridge, 150 feet long, known as the Perry bridge, which is four miles west of La Grande on U.S. Highway 30. The width of the bridge is important. It is 17 feet, two inches, wide between curbs and 17 feet, six inches, wide between the inside of the overhead steel structure. If the plaintiff’s tanker truck was seven feet nine inches wide and the defendants’ seven feet ten inches wide, then if the two vehicles were *512 brought alongside each' other upon the bridge there would be left between curbs 19 inches of unoccupied space.

At the hour of the collision, dawn had not yet come. The floor of the bridge, at least the part adjacent to the curbs, was covered with ice and packed snow. Some witnesses swore that the entire floor was covered with ice and that the yellow line which marked the center could not be seen. They testified that traffic had channeled a single lane down the center of the icy surface marked with deep ruts. Others claimed that the traffic lane in the center of the bridge was virtually free from ice and that the yellow line was visible. All agreed that ice and snow were piled against the curbs. The plaintiff’s witnesses described the highway on either side of the bridge as “slick”, but some of the defendants thought that it was icy only in spots. The defendants’ driver, as we shall point out more fully later, in nearing the bridge, felt so uneasy about the icy surface that he refrained from applying his brakes. He explained, “If I held the brakes I would start sliding, so I let loose of them.” Very likely the quoted words afford a good index to the condition of the pavement.

As the highway approaches Perry bridge from the west (the direction from which the plaintiff’s truck came) it descends slightly and curves to the right around an adjacent bluff, so that a driver coming from that direction goes downgrade and cannot obtain a view onto the bridge until he nears it. The witnesses estimated the required distance as about 250 feet. A driver who approaches the bridge from the east (from which the defendants’ truck was coming) encounters a slight upgrade and a cliff to his right around which *513 the highway skirts. Due to that obstruction, one who approaches the bridge from the east cannot obtain a view along it until he is within 200 feet or so of it.

February 3, at 6:00 a.m., the plaintiff’s tanker truck approached Perry bridge from the west. Its driver, H. Gr. Wright, swore that because of the slippery condition of the roadway he drove no faster than 20 or 25 miles an hour that morning, and that as he neared the bridge he reduced his speed upon meeting a truck. When he entered upon the bridge, so Mr. Wright stated, the defendants’ truck came into view from the opposite direction, that is, from the east. Mr. Wright was positive that he entered upon the bridge first and that he was driving along it when the defendants’ vehicle was still approaching the structure. The defendants’ driver, Max Meyer, upon the other hand, testified that he entered the bridge first. According to him, he was “just a few feet” upon the bridge when the plaintiff’s truck entered. Mr. Meyer claimed that his speed was about “fifteen or twenty” miles per hour as he prepared to enter the bridge. The plaintiff’s witnesses attributed to the defendants’ driver a speed of as much as fifty miles an hour.

The collision out of which this action arose took place upon the bridge. Mr. Wright swore that when he saw the defendants’ truck enter the bridge, “I seen he couldn ’t stop sol anchored mine there and stopped. ’ ’ He stated that when he first noticed the defendants’ truck he observed its speed and estimated it as “about fifty miles an hour.” He explained: “I seen he was coming so fast he couldn’t stop, so I got mine stopped. ’ ’ According to him, his vehicle was standing motionless when the defendants’ “slid on into the side of me there as far as he could get.” Mr. Wright’s estimate of Mr. *514 Meyer’s speed was supported by the driver of a truck which Mr. Meyer overtook shortly before the mishap. Mr. Meyer, upon the other hand, testified that the plaintiff’s truck came down the roadway “astraddle of the line” at a speed of about 15 or 20 miles an hour and, “a split second” before the impact, turned to the right.

Those who saw the two disabled vehicles after the collision swore that the defendants’ was against the steel framework of the bridge to its right. Marks were upon the steel for a length of 38 feet. The plaintiff’s truck, according to its driver, “was just as close as I could get it” to the right side of the bridge. He added that the force of the impact “slewed” the rear slightly away from the curb.

According to Mr. Wright, if he had gone about eight feet further, the front end of his truck would have been completely off the bridge. He claimed that the rear end of his trailer was about 60 feet from the east end of the bridge. He was corroborated by others, including a witness called by the defendants. Mr. Meyer, to the contrary, testified that his vehicle had proceeded a little beyond the center of the bridge before the collision occurred.

As we have said, the right side of each vehicle, when the two came to rest, was against the corresponding side of the bridge’s framework. The forward parts of the two tankers were adjacent to each other. Neither door of either truck could be opened by the drivers as they sought to extricate themselves from the disabled trucks. The right door of each was against the framework of the bridge and the left door was against a part of the other’s vehicle.

*515

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Cite This Page — Counsel Stack

Bluebook (online)
226 P.2d 289, 190 Or. 508, 1951 Ore. LEXIS 164, Counsel Stack Legal Research, https://law.counselstack.com/opinion/barnes-v-davidson-or-1951.