United States v. Williams S. S. Co.

42 F.2d 971, 1930 U.S. App. LEXIS 4376, 1930 A.M.C. 1363
CourtCourt of Appeals for the Fourth Circuit
DecidedJune 10, 1930
DocketNo. 2985
StatusPublished
Cited by10 cases

This text of 42 F.2d 971 (United States v. Williams S. S. Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Fourth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Williams S. S. Co., 42 F.2d 971, 1930 U.S. App. LEXIS 4376, 1930 A.M.C. 1363 (4th Cir. 1930).

Opinion

WILLIAM C. COLEMAN, District Judge.

This is an appeal from a decree of the District Court of the United States for the Eastern District of Virginia, in admiralty, whereby the United States, as owner of the steamship Ambridge, was held liable for damages in a collision with the steamship Will-solo, belonging to the Williams Steamship Company, Incorporated, -which occurred in [972]*972the Elizabeth river channel, Norfolk Harbor, in the late afternoon of January 10, 1929. There were two suits which were consolidated and heard together; the first an action in rem, brought by the United States against the Willsolo, and the second, an action in personam brought by the Williams Steamship Company against the United States. The District Court found the collision to be due solely to the fault of the Ambridge, entered a decree to that effeet, the damages subsequently to be ascertained, and dismissed the libel of the United States against the Willsolo.

The following material facts are either not disputed, or are clearly established by the weight of the evidence. On the afternoon of January 10, 1929, the Ambridge, a steel vessel of 6,631 gross tons, length 395.5 feet, beam 55 feet, draught 31 feet, was proceeding up the channel bound in from Philadelphia to the Army Base piers at Norfolk. She was only partly loaded with a mean draught of approximately 16 feet. The Willsolo, also a steel vessel of 5,816 gross tons, length 450 feet, beam 57 feet, draught 27 feet, was proceeding, heavily laden, outbound for Philadelphia. The weather was clear, with a moderate south southwest wind and a flood tide. The channel of the Elizabeth river where the vessels were proceeding is dredged to a width of 600 feet for deep draught vessels, and is defined, in accordance with the established channel regulations, by a series of can and spar buoys, black, with odd numbers, on the eastern side, and red, with even numbers, on the western side of the channel. As the Am-bridge reached a point opposite the Army Base, she blew four whistles as a signal for a tug at that place to take charge of docking her. Receiving no reply, her engines were! slowed down, then stopped, and she proceeded, drifting under her own way, up the west side of the channel until between spar buoy 12 and gas buoy 12a, when, observing that the tug was docking another vessel at the Army Base, the pilot of the Ambridge put the vessel’s engines in reverse in order to hold her position while awaiting the tug. Thereupon, in order to avoid striking gas buoy 12a, her engines were put half ahead and her helm hard to starboard. The effect of this was, as intended, to swing her head to port and as soon as she had cleared the buoy, her helm was put hard aport in order to bring her head back again to the westward. While the Am-bridge was thus swinging in order to avoid a collision with the buoy, the Willsolo was about one-half mile distant, approaching at full speed, between eight and nine knot's, and she blew one blast of her whistle, indicating a port to port passing, which signal was immediately accepted by the Ambridge with one blast. Binding that the Ambridge was answering her helm slowly, in order to accelerate the swing of her head westward so as to insure clearing buoy 12a, which was passed within five or ten feet, her engines were put full speed astern, which fact was indicated to the Willsolo by three short blasts of the Am-bridge’s whistle. Almost immediately thereafter the Willsolo herself gave three blasts, indicating full speed astern (order for which, according to her bell book, followed immediately upon an order for half speed ahead), and sheered rapidly westward toward the Ambridge, whereupon she, the Willsolo, dropped her starboard anchor in an effort to stop the sheer, but she continued to swing and struck the Ambridge with her port bow about 15 or 20 feet abaft the Ambridge’s stem, port side, at an angle of approximately 45 degrees, the impact, which was heavy, making large holes above the water line in both vessels. The time between the exchange of passing signals and the three-blast signal of the Ambridge was one and one-half or two minutes; between the latter signal, which was followed almost immediately by the three-blast signal of the Willsolo, and the collision, about two minutes.

On behalf of the Ambridge it is claimed that, whereas she was at all times, until after the collision, on her proper side, the Willsolo, without justification, sheered to port, crossing from the east to the west side of the channel. On the other hand, on behalf of the Willsolo, it is claimed that she kept to her own side, and that the collision was due to the fact that the Ambridge violated the rule of the road in not keeping to her own side and thus insuring a safe port to port passing. Pilot Rules, article 18, rule 1 (33 USCA § 203).

The District Court, in finding the Am-bridge solely at fault, based its conclusion primarily on the fact that it found the Am-bridge had negligently lost proper steerage-way while waiting for the tug to pick her up, by reason of which she was not under proper control and got out of her proper position in the channel, which rendered it necessary for her to reverse her engines in order to get her head over so that she could resume her proper position; that such sheer as the Willsolo may have taken was the result of an entirely reasonable effort on the part of her master to avoid a collision with the Ambridge by pressing over as far as he could on the starboard side of the channel, by reversing his engines, and-by the use of the starboard anchor; and [973]*973that the Amhridge, after an exchange of signals for a port to port passage, had improperly swung her stem in such a manner as to render impossible the accomplishment of the intended maneuver. The lower court rejected as improbable the theory advanced on behalf of the Ambridge, that before the Willsolo sounded her three-blast signal she had felt the effect of the suction or bank wave created by her alleged excessive speed; that is, the theory that her “smelling” the bank had created the sheer which caused her to collide with the Ambridge. The reasoning of the District Judge is succinctly summarized by the following statement at the close of his opinion: “I do not maintain that the question whether this vessel (the Willsolo) sheered as she smelt the bank and so changed her course is not in doubt. I think though, the greater weight of the evidence is that the collision actually occurred on the eastern side of the channel. a f. Whether it (the Willsolo’s position) was a result of sheer or whether it was the result of a movement of her helm, I don’t know. But all the facts and circumstances convince me that this collision would not have occurred except for the negligence or misfortune of the Ambridge in being where she was not intended to be.”

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42 F.2d 971, 1930 U.S. App. LEXIS 4376, 1930 A.M.C. 1363, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-williams-s-s-co-ca4-1930.