Circle Line Sightseeing Yachts, Inc. v. City of New York

283 F.2d 811, 1961 A.M.C. 642, 1960 U.S. App. LEXIS 3357
CourtCourt of Appeals for the Second Circuit
DecidedNovember 9, 1960
DocketNos. 63-65, Dockets 26126-26128
StatusPublished
Cited by11 cases

This text of 283 F.2d 811 (Circle Line Sightseeing Yachts, Inc. v. City of New York) is published on Counsel Stack Legal Research, covering Court of Appeals for the Second Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Circle Line Sightseeing Yachts, Inc. v. City of New York, 283 F.2d 811, 1961 A.M.C. 642, 1960 U.S. App. LEXIS 3357 (2d Cir. 1960).

Opinion

CLARK, Circuit Judge.

Libelant Circle Line Sightseeing Yachts, Inc., owner of the sightseeing vessel Sightseer VIII, sued respondent City of New York in admiralty for damages resulting from a collision on September 6, 1956, between the vessel and the City’s Madison Avenue Bridge, located at 138th Street across the Harlem River. Circle Line has also brought a limitation proceeding, in which claims were filed by a large number of passengers, and by the City for damage to the bridge. A third libel for personal injuries was originally filed against the City by Captain Smith, master of the vessel, and upon his death in 1958 has been prosecuted with an added death damage claim by his admin-istratrix, Barbara A. Smith. The libels were consolidated for trial before Judge Dimock, who held the City solely liable for all damages and granted the Circle Line’s petition for exoneration from liability. He then referred the claims in all three cases to a Special Commissioner for the ascertainment of damages due from the City. From the three resulting interlocutory decrees the City appeals.

The Madison Avenue Bridge is a drawbridge containing a center span supported on a pivot. The center span can rotate to a position perpendicular to the position of the closed bridge, and thereby open up two lanes of traffic on the river, one on each side of the center pivot. On the afternoon of September 6, 1956, the Sightseer VIII with its passengers had left its pier in North River for its circle tour around Manhattan Island and was proceeding north on the Harlem River toward the Madison Avenue Bridge, when its captain observed a tug and tow waiting on the opposite side of the bridge for it to open. The tug had signaled for an opening, and the bridge was in the process of being cleared for traffic. Despite the obvious preparation for opening, the Sightseer VIII, which was less than two minutes from the bridge at its then speed of 4.7 knots (including current), determined to go under the bridge. So long as the bridge was closed, the low-built Sightseer VIII was capable of passing under it without damage. But the bridge contained low-hanging projections which could collide with the boat if the bridge were to open while the boat were attempting to pass under it.

The bridge operator, having casually noticed the Sightseer VIII coming toward the bridge, determined to open the bridge anyway, on the assumption that the captain of the vessel could be trusted to take care of himself. By the time the captain saw the bridge opening and set the engines in reverse, it was too late to stop and the vessel collided with the half-open bridge.

The underlying cause of the collision was the City’s failure to devise an effective means of warning approaching ships of the prospective opening of the bridge. The City’s bridge engineer, who testified as an expert witness, stated that the underhanging projections from the opened draw could damage those boats which were low enough to pass under the closed bridge without danger. Thus the City had, or should have had, notice of the danger. When asked whether the City had developed any signal system to protect such boats the engineer testified that the bridge operator would delay the opening until the boat had passed, that he had seen this done many times, and that he had no doubt that this was the practice. Thus, instead of developing an adequate signal system to warn approaching boats, the City depended upon the bridge operator to watch for such boats and to delay opening the bridge if they were too close. The operator here failed to make any effort to pro-[814]*814teet the Sightseer VIII, and this negligence was a proximate cause of the collision.

The failure to provide an adequate signal system was similarly negligence and a proximate cause of the collision. That Army regulations relating to the bridge do not require any warning system, other than an exchange of whistle signals with the boat seeking to pass, does not excuse the City’s conduct. In Oregon-Washington Bridge Co. v. The Lew Russell, Sr., 9 Cir., 196 F.2d 707, the Ninth Circuit held that an additional signal light should have been installed to warn ships of danger in cases where the regular light went dead, and that compliance with Army regulations (which did not require an auxiliary signal) did not dispose of the duty to use due care.

The City argues that the captain of the Sightseer VIII, in continuing his progress at 4.7 knots despite the obvious preparations’ for the opening of the bridge, must at least be deemed contributorily negligent. Under most circumstances this would be so, since the captain would have no right to expect the bridge to wait for him to pass. Cf. 33 CFR § 203.160(e); 33 U.S.C. §§ 494, 499; The Majestic, 4 Cir., 80 F.2d 879; Griffin, Collision § 263 (1949). But in view of the established practice in this case for bridge operators to wait to let approaching ships pass, the Sightseer captain was justified in assuming that the opening of the bridge would be delayed.

The City asserts that the accident was proximately caused by the Sightseer VIII’s violation of the Narrow Channel Rule, 33 U.S.C. § 210, which provides: “In narrow channels every steam vessel shall, when it is safe and practicable, keep to * * * the starboard side * * The Sightseer VIII approached the Madison Avenue Bridge after passing through the Bronx draw of a railroad bridge about 900 feet to the south, the Manhattan draw of that bridge being closed for construction purposes. The tug and tow which was awaiting the opening of the Madison Avenue Bridge was on its opposite or north side. The tug and The Sightseer VIII then exchanged signals for a starboard to starboard passing, in which both vessels would veer to their portside. The Sightseer VIII thus prepared to go under the Manhattan side of the Madison Avenue Bridge, and was struck as the center span swung out in a counterclockwise direction toward the vessel. Had the Sightseer VIII kept to starboard and taken the Bronx draw, the bridge would have been swinging away from the vessel and the accident would probably have been avoided.

The court below, however, found no violation of the Narrow Channel Rule, because a custom had arisen, in view of the set of the tide and the closing of the Manhattan draw of the railroad bridge, for upgoing vessels to turn to the portside of the river. There was testimony that the obstruction in the middle of the river under the railroad bridge, which obstruction has since been removed, adversely affected the tides. Furthermore, the closing of the Manhattan draw made it necessary for southbound ships to move to their portside or the Bronx side of the river before passing under the railroad bridge. While custom alone does not justify departure from the important Narrow Channel Rule, these peculiar and quite temporary circumstances support a finding that adherence to the rule here was not “safe and practicable.” In any event, whatever the conclusion as to Captain Smith’s action in turning to the left, the bridge operator had no right to fail to observe the course of the vessels; and he should have been aware of their change of course.

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283 F.2d 811, 1961 A.M.C. 642, 1960 U.S. App. LEXIS 3357, Counsel Stack Legal Research, https://law.counselstack.com/opinion/circle-line-sightseeing-yachts-inc-v-city-of-new-york-ca2-1960.