Missouri River Packet Co. v. Hannibal & St. Joseph Railroad

2 F. 285, 1 McCrary's Cir. Ct. Rpts 281, 1880 U.S. App. LEXIS 2447
CourtU.S. Circuit Court for the District of Western Missouri
DecidedMay 10, 1880
StatusPublished
Cited by11 cases

This text of 2 F. 285 (Missouri River Packet Co. v. Hannibal & St. Joseph Railroad) is published on Counsel Stack Legal Research, covering U.S. Circuit Court for the District of Western Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Missouri River Packet Co. v. Hannibal & St. Joseph Railroad, 2 F. 285, 1 McCrary's Cir. Ct. Rpts 281, 1880 U.S. App. LEXIS 2447 (circtwdmo 1880).

Opinion

McCrary, C. J.

This case was tried at the last term, and, at the request of Judge Krekel, the motion for a new trial has been heard before a full bench.

The plaintiff was, on the twenty-seventh of March, 1876, the owner of the steamboat Joe Kinney, and engaged in navigating the Missouri river with said vessel. The defendant is the proprietor of a railroad bridge across the Missouri river at Kansas City, which was constructed under the act of congress approved July 25, 1866. On the day above mentioned the said steamboat was damaged, in- attempting to pass said bridge, in the course of one of her voyages, by being driven by the current against one of the piers thereof. Plaintiff claims to have exercised due diligence, and charges that the piers of said bridge, as well as certain pontoons connected therewith, were obstructions to the navigation of said river, and wrongfully maintained therein.

The act of congress under which the said bridge was constructed provides as follows:

“Section 2. And be it further enacted, that any bridge built under the provision of this act may, at the option of the company building the same, be built as a draw-bridge, with a pivot or other form of draw, or with unbroken or continuous spans: Provided, that if said bridge shall be made with unbroken and continuous spans, it shall not be of less elevation, in any case, than 50 feet above extreme high-water mark, as understood at the point of location, to the bottom chord of the bridge; nor shall the spans of said bridge be less than 250 feet in length, and the piers of said bridge shall be parallel with the current of the river, and the main span shall be over the main channel of the river, and not less than 300 feet in length; and provided, also, that if any bridge built under this act shall be constructed as a pivot drawbridge, with a draw over the main channel of the river at an accessible and navigable point, and with spans of not less than 160 feet in length, in the clear, on each side of the cen[288]*288tral or pivot pier of the draw, and the next adjoining spans to the draw shall not he less than 250 feet; and said spans shall not be less than 30 feet above low-water mark, and not less than 10 feet above extreme high-water mark, measuring to the bottom chord of the bridge, and the piers of said bridge shall be parallel with the current of the river; and provided, also, that said draws shall be opened promptly, and upon reasonable signal, for the passage of boats whose construction shall not be such as to admit of their passage under the permanent spans of said bridge, except when trains are passing over the same; but in no case shall unnecessary delay occur in opening the said draw, during or after the passage of trains.”

The act from which this section is copied authorizes the building of a number of bridges across the Mississippi river, and in its tenth section provides: “And be it further enacted, that any company authorized by the legislature of Missouri may construct a bridge across the Missouri river, at the ■ city of Kansas, upon the same terms and conditions provided for in this act.”

The third section of the same act provides as follows: “And be it further enacted, that any bridge constructed under this act, and according to its limitations, shall be a lawful structure.”

The motion for a new trial is based upon alleged errors contained in the charge given by the court to the jury. These will be considered in the order in which they are presented in the brief of counsel for defendant.

1. It is said that the court erred in construing the act of congress, and particularly that portion of the act which relates to the width of the passage-way between the piers of the bridge. Upon this subject the court instructed the jury as follows:

“The law regarding the Kansas City draw-bridge under consideration is that it shall have spans of not less than 160 feet in length in the clear on each side of the central or pivot pier of the draw. This means that the open span between the piers must be 160 feet when measured at right angles [289]*289with the pier. If you shall find from the testimony that the Kansas City bridge was built diagonally across the river, and not at right angles with the piers of the bridge, the measurement along the line of the track of the railroad or the chord of the bridge is not the proper measurement, and the distance of 160 feet thus obtained is not a compliance with the act of congress requiring 160 feet in the clear, and to the extent of this difference between a line at right angles with the piers and the measurement along the track or chord of the Kansas City bridge, it is an unauthorized structure; so far, at least, as any question pertaining to and connected with this case is concerned. Though you may find from the testimony that the width between the piers as constructed is less than the act of congress requires, yet this violation of law by defendant in the construction of its bridge is not available to plaintiff in recovering damages unless it has caused or contributed to the injury by plaintiff complained of.”

The contention of the defendant is that the distance of 160 feet in length in the clear on each side of the central or pivot pier of the draw must necessarily be measured along the track of the railroad or the chord of the bridge. The construction given to the law by the court in its charge requires that the measurement should be across the channel, and if the superstructure was found to be not at right angles to the current, then the measurement along the line of the bridge was not the proper one. In construing the act of congress we must look to the spirit and reason of the law. It was an act authorizing a structure to be placed in one of the navigable rivers of the United States. The purpose of the second section was to reserve, for the purposes of navigation, a certain amount of open space; or, in other words, space “in the clear,” wholly unobstructed and available for the passage of vessels. To accomplish this purpose the law requires that the piers must be parallel with the current of the river.

If it be granted that a measurement along a line which deviates from a course directly across the channel is the proper one, then it would follow that the actual passage way might be less than that required by the act. The greater the [290]*290deviation from such a direct line, the less would he the avail" able space between the piers. Such a construction of the act would defeat the main purpose which congress had in view in its enactment. I am, therefore, clearly of the opinion that the construction of the act contained in the above-quoted extract from the charge given by the court to the jury was correct.

2. It is said that the bridge was an authorized structure, being erected at an authorized place and in an authorized manner, and that this constitutes complete immunity to defendant. The answer to this suggestion has been anticipated in what is said above. The fact that the bridge was constructed under authority granted by the act of congress of July 25, 1866, does not render it a legal structure, except in bo far as it is found to be “according to its limitations.” Such is the express provision of section 3 of that act. Besides, it is well settled that if the powers granted by the act were exceeded, or were exercised in a manner different from that provided in the grant of authority, the grant will be no protection. Dugan v. Bridge Co. 27 Penn. St. 303; Judy v. Terre Haute Bridge Co. 6 McLean, 237;

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Cite This Page — Counsel Stack

Bluebook (online)
2 F. 285, 1 McCrary's Cir. Ct. Rpts 281, 1880 U.S. App. LEXIS 2447, Counsel Stack Legal Research, https://law.counselstack.com/opinion/missouri-river-packet-co-v-hannibal-st-joseph-railroad-circtwdmo-1880.