Michigan Bell Telephone Co. v. Copper Range Railroad

355 F.2d 678
CourtCourt of Appeals for the Sixth Circuit
DecidedJanuary 21, 1966
DocketNo. 16121
StatusPublished
Cited by1 cases

This text of 355 F.2d 678 (Michigan Bell Telephone Co. v. Copper Range Railroad) is published on Counsel Stack Legal Research, covering Court of Appeals for the Sixth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Michigan Bell Telephone Co. v. Copper Range Railroad, 355 F.2d 678 (6th Cir. 1966).

Opinion

EDWARDS, Circuit Judge.

This is an appeal in an admiralty case. The Michigan Bell Telephone Company claimed $22,339.62 of damages to two of its underwater cables which were fouled by the anchor of the Steamer J. F. Schoellkopf, Jr.

The Schoellkopf (owned by the American Steamship Company) dropped anchor in the narrow Keweenaw Waterway, when a lift bridge failed to open on signal. The anchor, after fouling the cables, stopped the Schoellkopf short of the bridge, but her propeller (used in reverse) pulled her stern to port, striking some underwater object. The lift bridge was owned by the Michigan State Highway Department, but was leased to and operated by the Copper Range Railroad Company. The steamship company filed a cross-libel against the telephone company and the railroad company claiming $7,531.73 damages.

After trial before the United States District Court for the Western District of Michigan, Northern Division, the District Judge entered a decree in favor of Michigan Bell and against both American Steamship Company and Copper Range Railroad Company, holding them jointly liable and awarding $11,169.81 damages against each. He also awarded damages to American Steamship Company against the Copper Range Railroad Company in the sum of $3,765.87 — one-half of the damages done to the Schoellkopf. The railroad did not appeal the award but the steamship company did.

Appellant steamship company claims that the record shows as a matter of law that the railroad company must be held liable for all the damages to both cables and ship.

The events involved occurred between 2 A.M. and 3 A.M. on June 24, 1960. The Schoellkopf, a 7,500 ton, single-screw vessel of 535 feet in overall length was proceeding west in the Keweenaw Waterway bound for a coal dock in Hancock, Michigan, with 8,000 tons of coal. It was approaching the Keweenaw Waterway bridge connecting Houghton and Hancock in Michigan’s Upper Peninsula, where the channel in Portage Lake narrows to 300 to 400 feet in width.

On the early morning in question the Schoellkopf’s captain, Captain Albert S. Wilhelmy, was in command on her bridge. At a point 6,900 feet from the lift bridge, at the Captain’s order, the Schoellkopf blew the signal for raising the bridge. On this clear night the bridge was plainly visible, with its warning light showing red for ship traffic. There was no response from the bridge. The Schoellkopf blew the lift signal again, and receiving no response, then blew the emergency signal of five short blasts and then repeated the signal to lift the bridge.

It is undisputed that the bridge signal and the emergency signal were sounded repeatedly and almost continuously while the Schoellkopf proceeded approximately one mile to the point where she dropped her anchor.

Although her signals did not gain the attention of the bridge, they did arouse residents on both sides of the waterway who came out in nightclothes to see what was happening. And they did alert two police officers who were at the Hancock police station eight blocks on the other side of the bridge. The officers, hearing the unusual signals, drove to the bridge, arriving there just in time to hear the Schoellkopf drop anchor. One of them climbed over a ten foot fence and yelled at the bridge tender, “Didn’t you hear that signal?” His partner testified that the bridge tender responded, “No,” and that he then heard the chains start to raise the bridge.

Meantime, the Schoellkopf, after reversing her engines and dropping her anchor and dragging it 500 feet, had come to a full stop approximately 1,200 feet from the bridge. But this was not accomplished until after her stern and propeller had struck and been damaged by some underwater object and until after her anchor flukes had hooked two underwater cables owned by Michigan [680]*680Bell and fouled them so that they had to be cut.

The cable crossing was marked by signs on both banks (unlighted) and was indicated on navigation charts. These place the cables’ location as 1,700 feet from the bridge. Captain Wilhelmy testified that he knew the cables’ location, but thought he had cleared it when he dropped anchor;

The regulations under which the Ke-weenaw Waterway bridge is operated provide in part:

Subsection (b): “Vessels approaching the bridge shall reduce their speed sufficiently to enable them to come to a stop before arrival at the bridge should the draw fail to open.”
Subsection (c): “The call signal for opening of the draw shall be one long and two short blasts. If the draw can be opened promptly the-bridge tender shall reply by repeating the call signal. If the draw cannot be opened promptly, or if it is open and must be closed immediately, the bridge tender shall reply by sounding five short and rapid blasts, to be repeated at regular intervals until acknowledged by the vessel. The vessel shall acknowledge by sounding five short and rapid blasts. Thereafter, as soon as the draw can be opened, the draw tender shall repeat the call signal.”

None of the facts recited above seem to be in any way at issue on this appeal. But the facts and inferences pertaining to the ship’s speed and operation from the point where it first signaled until it was at anchor clearly are in dispute.

In this regard the District Judge found:

“He [Captain Wilhelmy] testified that at Buoy 41, 6,900 feet from the bridge, he was traveling at a speed of three to four miles per hour, statute miles. He testified that in the vicinity of Buoy 41 he blew for the bridge with the prescribed bridge signal, which was one long blast and two short blasts.
“He testified that he continued up the waterway at approximately the same speed; that when he did not receive a response from the bridge, as required by Federal regulation, he again blew the bridge signal of one long blast and two short blasts. Not receiving any response, he then gave the danger signal, consisting of five or more short blasts, and followed this with the bridge signal again.
“At that time he had traveled approximately a quarter of a mile, or perhaps somewhat more, from the vicinity of Channel Marker 41, or Buoy 41, as it has been referred to on the trial. In any event, he was still one mile, approximately, perhaps somewhat more, from the bridge when he gave the danger signal. He then almost immediately repeated the danger signal and the bridge signal, and he continued to give the danger signal in approaching the bridge.
“He says he reduced his speed somewhat, but did not make any effort to stop until he was within one-half mile of the bridge, at which time he began to back and fill, as it was described, a process of reversing the engines full speed astern, which caused the stern of the vessel to swing to port, and then filling by proceeding forward either under way or with the engines moving in order to restore the vessel’s path of travel.
“Having proceeded to a point somewhat more than 1,700 feet from the bridge, where the cables of the libelant were laid, he then concluded that the bridge was not going to open. He apparently concluded that he could not stop his vessel safely within the waterway without dropping the anchor. He dropped his anchor, stopped his vessel with some damage to the screw, either before or after dropping the anchor; and thereafter, some time thereafter, the bridge opened.”
[681]

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355 F.2d 678, Counsel Stack Legal Research, https://law.counselstack.com/opinion/michigan-bell-telephone-co-v-copper-range-railroad-ca6-1966.