McCleneghan v. Omaha & Republican Valley Railroad

25 Neb. 523
CourtNebraska Supreme Court
DecidedJanuary 15, 1889
StatusPublished
Cited by6 cases

This text of 25 Neb. 523 (McCleneghan v. Omaha & Republican Valley Railroad) 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
McCleneghan v. Omaha & Republican Valley Railroad, 25 Neb. 523 (Neb. 1889).

Opinion

Reese, Ch. J.

This action was instituted in the district court of Saunters county for the recovery of damages resulting from the alleged negligent construction of the railroad bridge of •defendant in error across the Platte river, by which an unlawful obstruction is alleged to have been created in the •river, which prevented' the natural flow of the ice and water therein and caused the ice and water to gorge, back up, and overflow the banks of said river, to the injury of plaintiff’s farm and the property thereon.

A jury trial was had, which resulted in a verdict and judgment in favor of defendant in error, who was defendant below, and from which plaintiff brings the case to this court by proceedings in error.

A large mass of testimony was submitted to the jury, about eighty witnesses having been examined, and in which there was a sharp conflict upon almost every question at issue in the case. The preponderance of the evidence was largely in favor of defendant, and will not be •examined further than to say that the verdict of the jury was clearly supported thereby.

The case is presented here solely upon errors of law occurring at and after the trial, and it is argued that even though the preponderance of evidence was against plaintiff, yet he had the right to have the case fairly submitted to an impartial jury, whatever the testimony might be.

A large number of errors are presented, but few of which ¡will be examined, as the same questions will not likely •arise upon a retrial, should one be-had.

From the testimony introduced, and from the instructions asked by the parties to the action, it plainly appears that the case was presented to the jury upon these two theories contended for by the parties to the trial. On the part of plaintiff it-was contended that the bridge was so constructed as to unnecessarily impede the flow of the [525]*525river, and thereby cause the water and ice to dam up and gorge above the bridge, which necessarily resulted in an overflow of the land owned by plaintiff opposite and below the gorge.

While, upon the other hand, it seems to have been contended by defendant that the highest obligation resting upon it in the construction of the bridge was that of its-safety and use in the general requirements of railroad traffic.

Edmund Lane, the engineer who constructed the bridge,, was called as a witness for defendant. He testified that his occupation was that of a civil engineer; that he had followed that profession about twenty years, nineteen of which had been in the state of Nebraska. He testified as-to the history and habits of the Platte river, having had a general knowledge of it since 1871 or 1872, and having constructed seven or eight bridges across it during the time referred to; that in the construction of a bridge across a river similar to the Platte the first and primary consideration would be to provide for the passage of the water and to avoid obstruction of ice or drift wood or any other things which might be expected from the general character of the stream; and next, the strength and durability of a bridge required for the traffic. We quote briefly from his testimony, as follows:

Q,. Taking into consideration the state of engineering-skill and knowledge, as it existed in 1876 (the time of the-construction of the bridge in question), together with such knowledge of the history and habits of the Platte river as-it was then known, what, in your opinion, was then the-best and safest character of structure to be erected across Platte river in that place ?
A. I should think a pile and stringer bridge was sufficient for all requirements, for the passage of ice and water and any other obstruction, and also for the requirements, of the traffic.
[526]*526Q,. In the construction of a pile and stringer bridge, what is the practical limit of the length of a span ?
A. About twenty feet.
Q. What is the result if a longer span than twenty feet be admitted in a pile and stringer bridge ?
A. It would have to be trussed, you could not get timber long enough to carry the weight. .
Q,. What is the difference in the use, between a twenty or twenty-four? What is the objection to a longer span as to -safety or stiffness ?
A. The objection to a longer span is the shock that the rolling train gives, a wave motion to it, which is bad for longer timber.
Q,. Can a pile and stringer bridge, practical therefor, be constructed with greater spans than twenty feet?
A. Not with safety for a railroad bridge.
Q,. If longer spans be adopted, what is the character and sort of bridge?
A. A truss bridge.
Q. Which, between a truss bridge and a. pile and stringer bridge, having reference to the safety in its use, and of general requirements of railroad traffic, which is the better sort of bridge?

(Objected to as incompetent, immaterial. Overruled. Exception.)

A. For wooden structures I think the pile and stringer bridge the safest.
Q. What is the general character of the Platte river, as to the permanency of its channel? That is, as to the permanency of it's channel at a given place?
A. It is not permanent, it is movable.
Q,. What was its character at "Valley in 1886, as to the establishment of its channel at a given place?
A. There was no permanent channel; it was always shifting.
Q. Does the fact that the channel is a shifting one, [527]*527that is, moving from place to place within its banks, have any effect in determining the character of bridge to be erected there, as to whether it should be a truss bridge, or pile and stringer ?
A. Taking the Platte river and its characteristics, with the channel as wide and no defined channel, I prefer a stringer bridge to a truss bridge. If it was a place where the channel was defined in one place, you might generally build a truss bridge for the flow of ice to pass through.

We copy the following from the cross-examination:

Q. Now, I understand you to say, that you regarded a pile and stringer bridge a safer structure than a truss bridge? Wherein is it a safer bridge for the passage of traffic?
A. It is easier constructed, and it is safer on account of derailment. On account of derailment we generally have guards along on the outside of the bridge, and the oar may cross the bridge and get off, but Avith the truss bridge if a car got a little to one side it might strike the truss and knock it down.
Q,. If a car should run off’ from the track while crossing the bridge, and you had the truss up, it would be likely to strike against the truss and knock it out of place?
A. Yes, sir, and knock some of its members out.
Q,. If you did not have the truss there, would it not be likely to go into the river ?
A.

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Bluebook (online)
25 Neb. 523, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mccleneghan-v-omaha-republican-valley-railroad-neb-1889.