Atkins v. Alabama Drydock & Shipbuilding Company

195 F. Supp. 944, 1960 U.S. Dist. LEXIS 4042
CourtDistrict Court, S.D. Alabama
DecidedApril 18, 1960
Docket2675
StatusPublished
Cited by10 cases

This text of 195 F. Supp. 944 (Atkins v. Alabama Drydock & Shipbuilding Company) is published on Counsel Stack Legal Research, covering District Court, S.D. Alabama primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Atkins v. Alabama Drydock & Shipbuilding Company, 195 F. Supp. 944, 1960 U.S. Dist. LEXIS 4042 (S.D. Ala. 1960).

Opinion

DANIEL HOLCOMBE THOMAS, District Judge.

Libelant brings this action in admiralty, seeking recovery of damages as the result of an alleged collision on the night of February 26, 1958, between the drilling rig El Dorado, under construction in respondent’s yard, and libelant’s MV Rio Sixaola.

It is the contention of the libelant that the El Dorado broke loose from her mooring on the night in question, drifted uncontrolled across the Mobile River, and collided with the Rio Sixaola, thereby causing physical damage to her and resulting in the loss of use plus' expenses incurred while she was undergoing repairs. The respondent strenuously denies there was a collision and contends further, in the alternative, that if the vessels did collide, it is free from liability under the theory of force majeure.

This cause came on for trial on the pleadings and the evidence, the greater portion thereof being testimony of witnesses before the Court; and due deliberation having been had thereon, the Court now makes the following Findings of Fact and Conclusions of Law.

Collision Aspect

On February 26, 1958, the MV Rio Sixaola, a wooden vessel, was moored by *946 four fines alongside the L & N Wharf, port side to the wharf, in Mobile River, Mobile, Alabama.

Between ten-thirty and eleven in the evening, a thunderstorm with wind gusts up to 82 m. p. h. struck in the area of Mobile, Alabama. The United States Weather Bureau had forecast thunderstorms with winds of 30 to 35 m. p. h. expected and with gusts up to 52% m. p. h. This forecast was given at 3:30 p. m. Sustained winds of approximately 39 m. p. h. with gusts up to 82 m. p. h. were recorded by the United States weather station, located approximately ten miles from the L & N Wharf, between 10:38 p. m. and 10:43 p. m. Testimony of witnesses was to the effect that these winds lasted from ten to fifteen minutes and were estimated to be from 60 to 65 m. p. h. in the area of the Mobile River.

During the course of these high winds, the El Dorado broke loose from her mooring on the west bank of Mobile River, where she was being constructed by respondent, and drifted, uncontrolled, with the wind toward the east bank where the Rio Sixaola was moored. There were no fights on the rig and no means by which to control her course of direction.

The master and the mate of the Rio Sixaola had put out additional mooring fines at the beginning of the storm and were in the process of completing this task when the mate saw the rig approaching on the starboard side. Both the mate and the master testified that they never saw an actual impact but felt an impact, and heard a sound similar to a wooden box breaking. The two-inch stern mooring fines' of the vessel immediately broke and she swung around, her port bow lines still intact, into the river, finally coming to rest with her starboard side alongside the wharf. Her power lines severed at this time, and while swinging out into the river, she was a darkened ship.

Several workmen, who were aboard the El Dorado while she was adrift, testified that the drilling rig 1 never came within forty feet of the wharf; another workman, who was on the east bank of the river approximately one half mile from the location of the Rio Sixaola, testified the rig missed the vessel by as much as one hundred feet. A seaman who was on board a vessel, the Ampala, which was moored directly astern of the Rio Sixaola, testified that the rig “missed the Ampala by about ten feet” and struck the Rio Sixaola along her starboard side.

The veracity of the testimony of these witnesses is not questioned; however, the evidence of impact does not terminate with the testimony of these witnesses. A joint survey was made of the Rio Sixaola after the alleged collision by surveyors representing both the libelant and the respondent 2 . Libelant’s surveyor testified that the vessel suffered damages to her starboard side amidship, starboard bow, and port side guard rail as determined by the original joint survey. The physical facts are clear that something struck the vessel and that she was damaged. There was no evidence introduced by either side showing there were any other vessels in the Mobile River near the Rio Sixaola’s position on this particular night.

Upon this evidence I am of the opinion that the El Dorado did strike the Rio Sixaola a glancing blow along her starboard side on the night in question.

Adequacy of the El Dorado’s Mooring

Respondent has strongly argued, in the alternative, the defense of inevitable accident. The burden of proving such a defense rests heavily upon the party asserting the same, and that party must affirmatively show that the breaking away of the vessel could not have been prevented by the use of that degree *947 of reasonable care and attention which the situation demanded. 3 Thus, it became the duty of the respondent to prove the accident was inevitable, and I am of the opinion that it has failed to carry the burden of proof.

The drilling rig was moored with approximately thirty two-part lines of steel cable, averaging one inch in diameter and arranged in a system of bow, stern, breast, and spring lines which ran from chocks and bitts on the inboard side of the rig to shackles secured to mooring rings which were imbedded in the concrete dock surface. None of the lines were of manila rope. There were no guy wires fastened higher up the structure; the only lines were those described above which ran from the dock to the chocks and bitts on the inboard side of the rig at dock level.

Respondent admits that no extra precautions were taken to better secure the rig, and endeavors to justify this by stating it had no warning that the winds would reach the velocity actually reached. The fact that the rig had been moored in its same location for at least one month prior to its breaking loose, does not indicate that it was properly moored for the conditions expected on the night of the collision. Respondent argues that the last weather forecast forewarned only of thunderstorms with winds of 20 to 35 m. p. h. expected, and consequently the rig was properly moored to endure the conditions which were reasonably expected.

The United States Weather Bureau meteorologist testified that while these winds were unusual, gusts of one-third to one-half additional force “usually” accompanied winds of this nature. Therefore, respondent could have anticipated winds to be in excess of 35 m. p. h. up to approximately 52y2 m. p. h. This forecast having been received by respondent at 3:30 p. m., there was ample time to better secure the rig for the antiei-pated conditions. True, there was not enough time to flood the pontoons, as suggested by the libelant, but respondent could have put out anchors, fastened guy wires higher up on the structure to relieve some of the strain on the cable lines, and equalized the tension on those lines already out.

There were at least three persons on the dock where the rig was moored whose responsibility it was to check the mooring of respondent’s vessels.

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Bluebook (online)
195 F. Supp. 944, 1960 U.S. Dist. LEXIS 4042, Counsel Stack Legal Research, https://law.counselstack.com/opinion/atkins-v-alabama-drydock-shipbuilding-company-alsd-1960.