Russell-Cronin Co. v. Director General of Railroads

277 F. 835, 1920 U.S. Dist. LEXIS 702
CourtDistrict Court, S.D. New York
DecidedAugust 20, 1920
StatusPublished

This text of 277 F. 835 (Russell-Cronin Co. v. Director General of Railroads) is published on Counsel Stack Legal Research, covering District Court, S.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Russell-Cronin Co. v. Director General of Railroads, 277 F. 835, 1920 U.S. Dist. LEXIS 702 (S.D.N.Y. 1920).

Opinion

KNOX, District Judge.

On the' morning of September 20, 1918, the steam lighter Richmond went to the Port Reading coal docks and took on board about 135 tons of coal. With this cargo she proceeded to the dredge McMartin, which was then anchored in the East River about 800 feet off Pier 11 on the Brooklyn shore, and about 1,200 to 1,300 feet off Pier 8 on the Manhattan shore. It was here that the Richmond was to deliver part of her cargo. The lighter had hardly been made fast on her starboard side to the port quarter of the dredge when tire steam tug Auburn passed by, en route from Pier 8, Manhattan, to Pier 46 in South Brooklyn. Almost as soon as the Auburn had cleared the' McMartin and the Richmond, the latter turned on her port beam ends and sank.

Thereafter a libel, on behalf of the owners, insurers, officers, and crew of the Richmond, was filed against the Director General of Railroads, by whom the Auburn was then being operated. The libel charged the fug with having passed too close to the Richmond and at a rate of speed so great that her displacement waves and swells swept over the Richmond and caused her to capsize and sink. The Director General denies that the tug was at fault, and in support thereof alleges that the Auburn had just landed a barge at the end of Pier 8 with her port side at the pier end; that she departed therefrom under a hard aport helm, and, conning around, did not gather full headway until she was about abreast the Richmond and McMartin, that the tug passed the lighter with a good clearance, and that it was impossible for the tug’s wash to have brought about the Richmond’s disaster.

As is usual, there is a sharp .conflict of testimony between the witnesses of the respective parties, and the result to be reached depends largely upon my conclusions ■ of fact as to the speed of the Auburn, the distance at which she passed the Richmond, and the height of her swells. I have but little doubt that the swells of the Auburn somewhat precipitated the sinking of the Richmond, but, if the swells were not unduly large, and the disaster of the Richmond was primarily due to her own infirmities, the libel must be dismissed.

According to libelant’s witnesses, the Richmond was properly trim- . med, she was seaworthy, and, generally speaking, without all fault. It is said that the Auburn passed by her at a distance of not over 75 [837]*837feet, and that immediately thereafter three or four swells, reaching a height, I should say, from libelant’s testimony, of at least 6 feet, swept in upon her and brought about the catastrophe. It appears that the deck of the Richmond was above the water about 4 feet forward and about 1 foot amidships. The lighter was boarded up along her rails, so as to contain the coal, which, .piled on deck, reached a height of 7% feet above the surface thereof. When the swells of the Auburn struck the Richmond, the latter was lifted up and slammed against the side of the dredge, and from the impact and the tendency to follow along the sweep of the swell the cargo of the Richmond shifted to port, occasioning a list, which with the succeeding swells, caused the Richmond to turn over.

It is unnecessary, I think, to detail the testimony of the various witnesses for the libelant, save to say that I am not convinced that the Auburn was as near to the Richmond as 75 feet, even though there is for libelant a surprising unanimity of testimony to that effect. The Auburn is 108 feet over all, and I am unable to see why, as a matter of navigation, and being bound for Pier 46, Brooklyn, she should, in the natural course of events, pass so close the Richmond; in other words, to get within 75 feet of the lighter, the Auburn was going out of her way. I should assume that, when the tug came around from the end of Pier 8, Manhattan, she would turn within a distance of not over 500 feet, and, if she did so, her natural course would appear to be straight down towards her destination. The tide was slack, there was little or no wind, and consequently, no occasion for an unusual maneuver. A direct course from such position would, when the tug was straightened out, take her something near to 450 feet away from the Richmond. It also seems not unreasonable to suppose that in passing the dredge, which had been anchored in the river for a considerable period, the Auburn would have had some regard for the possibility of becoming entangled in its anchorage cables; and, even though the danger of such entanglement was so slight as to be all but negligible, the master knew of the regulations of the War Department requiring vessels not to exceed 6 miles per hour in passing such plants, and would not deliberately invite liability for accident.

But, aside from this latter, I am unable to see any reason or necessity whatever for the Auburn to come into such proximity to the Richmond, and I seem forced to the conclusion that the witnesses for the libelant are in error in their estimates of the distance of the tug from the lighter. This conclusion would be much more satisfactory than it is, were it not for the fact that the engineer of the dredge testified that the Auburn was within 50 to 75 feet of the Richmond. This witness made a good impression upon me, and he had, so far as could be seen, no interest in the outcome of the case. He also said on cross-examination that the Auburn made no greater swells than are ordinarily made by boats of her class. He further testified, however, that the boat was making a speed of from 10 to 12 miles per hour and that she threw a big swell.

In contradiction to this there is the testimony of all of the tu^’s crew, one of the government inspectors on the dredge, and the master of the Pennsylvania Railroad tug that the swell of the Auburn was [838]*838nothing unusual, and all of said witnesses, save the Pennsylvania cap•tain, who did not testify on the subject, deposed that the speed of the tug was much less than 10 to 12 miles per hour. Of the witnesses so testifying the inspector and captain have no discernible interest in the outcome of the trial, whilst, of course, the Auburn's crew have the incentive to stand by their ship.

Notwithstanding, however, the evidence of the crew is more or less corroborated by the physical facts. I refer to the width of the river between Pier 8 and the lighter, the probabilities as to what was done in coming away therefrom and the location of Pier 46, Brooklyn. According to the time-card of the tug, it took at least 15 minutes for the vessel to go from Pier 8 to Pier 46. The chart in evidence does not show the exact location of the latter, but I think it safe to say that the distance to be traversed between the two locations is not much in excess -of a mile and a half. If this be true, and if the time card correctly records the time elements involved, the Auburn probably did not travel at any stage of her trip upwards of 8 miles an hour. Such speed would allow for her slower progress upon turning out from Pier ,8 and in going alongside the barges at her point of destination.

As to the height of the displacement'waves and swells of the Auburn, the best testimony is that of Mr. Robert S. Haight, who made a trip upon the tug for the sole purpose of observing the same. I think there is no doubt that the tug upon such occasion made quite as much, if not more, speed than she did upon the day she is charged with sinking the Richmond. This witness said that the height of the Auburn’s swell was not over 3 feet from valley to crest in the immediate vicinity of the boat, and gradually diminished in height as the distance of the swell from the boat was increased.

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277 F. 835, 1920 U.S. Dist. LEXIS 702, Counsel Stack Legal Research, https://law.counselstack.com/opinion/russell-cronin-co-v-director-general-of-railroads-nysd-1920.