Medema v. Hines

273 F. 52, 1921 U.S. App. LEXIS 1417
CourtCourt of Appeals for the Eighth Circuit
DecidedApril 14, 1921
DocketNo. 5660
StatusPublished
Cited by7 cases

This text of 273 F. 52 (Medema v. Hines) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Medema v. Hines, 273 F. 52, 1921 U.S. App. LEXIS 1417 (8th Cir. 1921).

Opinion

LEWIS, District Judge.

The plaintiff Medema brought this action against the Director General of Railroads and the Chicago & Northwestern Railway Company, and there was judgment against him on a directed verdict after the evidence for both side’s was in. He received the personal injuries complained of just as he passed off of the west end of a country road bridge while on the way to the town of Hawarden in his Ford automobile. The bridge is a part of the highway where it crosses overhead the tracks of the Chicago & Northwestern Railway Co., and is 155 feet long, exclusive of dirt embankments thrown up as approaches. He alleged in his complaint as grounds of liability that the defendants were negligent in these respects: (1) That the [53]*53bridge was not constructed on a straight line with the highway, and was constructed with unusual, dangerous and unsafe curves in it, (2) that the approach to the west end of the bridge was so narrow that it was insufficient, unsafe, and dangerous to travelers on the highway, (3) that the bridge, with its approaches and dangerous curves, was so narrow that it was unsafe and dangerous, (4) that the west approach to the bridge was unsafe and dangerous in that there was a precipice of 40 feet on each side, and it was dangerously narrow and steep, (5) that there was not a sufficient and safe guard-rail on the sides of the approach to reasonably prevent going over said precipices in event of accident, and (6) that the southwesterly corner of the bridge is about four inches higher than the wagon track in the approach at the northwesterly corner.

As he left the bridge his auto went through the rail on the side of the wagon road on top of the. embankment, down the embankment head end first and upright until it reached the foot of the embankment, where it turned over and Medema was injured. He lived about half a mile east of the bridge and had frequently crossed it in his automobile, in a wagon, and in driving stock across it. The bridge was constructed on a curve ilear its westerly end, though straight with the dirt roadway where the two join. The curve is not regular, but would constitute approximately a 60-foot are of a circle having a' circumference of 290 feet. The floor of the bridge is 17 feet wide and has been replanked to a width of 12 feet in the center, so as to raise that space three inches above a strip 2% feet wide on either side. Prom the center of the bridge west, including the curve, there is a uniform drop of approximately 3%. The top of the dirt embankment at the west end is narrower than the floor of the bridge but has a clear space for travel of 13% feet in width, and it continues the drop to the west on a grade of about 5%%. There is a railing on either side of the bridge and embankment, that on the embankment consisting of three planks, each one by six inches, fastened to 6-inch posts set in the ground 6 to 8 feet apart. It was a damp, misty, foggy, rainy day in December, 1918. Medema had chains, which are put on the rear wheels of an auto to prevent its skidding when the roads are muddy, but he did not put them on this day. When he reached a point about 40 feet from the west end of the bridge, which is in the curve, his car skidded to the left with the curve and struck the railing of the bridge on that side. Both wheels on the left-hand side got off of the center planking. The floor of the bridge was wet, muddy and slippery. He kept going and brought the two left-hand wheels back on to the 12-foot planking 5 or 6 feet from the end of the bridge, and in doing so turned the head end of his auto so far to his right that it was crosswise the road when it reached the dirt embankment. The power being still on he was unable to right' his auto before it ran into and went through the railing on the right-hand side and down the embankment.

Alcdema testified that when his auto skidded he was going about 5 miles an hour. A lady who was riding with him testified that the auto skidded and hit the south side of the bridge 12 or 14 feet from the west end, that they were going 7 or 8 miles an hour when he hit the bridge. [54]*54She admitted that she told an agent of the Railway Company shortly after the accident that Medema “was driving pretty fast, I couldn’t estimate his speed, but he was going pretty fast over the bridge.” The bridge was constructed in 1912.

The directed verdict was on two grounds, first, there was no proof that either defendant had constructed or was maintaining the bridge, and second, there was no evidence in the case from which negligence on the part of either defendant might reasonably be inferred. There was another question of fact left in serious doubt, which it was intimated might also support the action of the court, that is, the proof did not disclose which defendant was operating 'the railroad at the time of the accident.

[1,2] Considering the question of negligence, we observe that there is not and cannot be any disagreement between the parties as to the measure of care required in the construction and maintenance of the bridge and approaches. The law only required that they should be reasonably safe for the ordinary needs of travel. Monson v. Railway Co., 181 Iowa, 1354, 159 N. W. 680; Peterson v. Railway Co., 185 Iowa, 378, 170 N. W. 452. While it may be said that most bridges are straight and in direct line with the roadway at either end, and that the floors are usually level from end to end, yet it is a matter of common knowledge that they are not all straight, nor are they all in direct line with the road at either end, nor are the floors of all of them level. Common knowledge and experience teaches that some bridges on country roads and some on streets in cities are constructed on a curve and with a drop or grade in the traveled way on them, and some are not in direct line with the approach at either end. The curve in this bridge was not sharp nor was the grade more than slight, and the trial court could not find that the curve and the grade had any tendency to establish the negligence charged in that respect. We are not convinced that its view was wrong.

[3] A trial court is under the duty “to say whether any facts have been established by sufficient evidence, from which negligence can be reasonably and legitimately inferred.” Randall v. Railroad Co., 109 U. S. 478, 3 Sup. Ct. 322, 27 E. Ed. 1003. From the evidence we think-it clearly appeared that the bridge and approach were reasonably safe for a traveler who used them with ordinary care, and that there was no evidence tending to establish the contrary.

In Peterson v. Ry. Co., supra, the Supreme Court of Iowa said:

“An elevation of from two to three inches between the road surface and the top of the planks [‘at a grade crossing] d<?es not tend to show negligence either in the construction or maintenance of the crossing. If we should so hold, then there is scarcely a public highway in the state of Iowa that is in a reasonably safe condition for travel. The company owes only the duty to keep the highway in a reasonably safe condition; to put it in as safe condition as highways usually and ordinarily are kept for travel. It is not bound to make the highway more safe than highways usually and ordinarily are made and kept for travel.”

[4] As to the railing on the approach, McClain v. Town of Garden Grove, 83 Iowa, 235, 48 N. W. 1031, 12 L. R. A. 482, Swain v. Spokane, 94 Wash. 616, 162 Pac. 991, L. R. A. 1917D, 754, and Wasser v. [55]

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Bluebook (online)
273 F. 52, 1921 U.S. App. LEXIS 1417, Counsel Stack Legal Research, https://law.counselstack.com/opinion/medema-v-hines-ca8-1921.