Boyer v. Holland-American Line

176 F. Supp. 550, 1959 U.S. Dist. LEXIS 2821
CourtDistrict Court, E.D. Pennsylvania
DecidedAugust 7, 1959
DocketNo. 75 of 1955
StatusPublished
Cited by1 cases

This text of 176 F. Supp. 550 (Boyer v. Holland-American Line) is published on Counsel Stack Legal Research, covering District Court, E.D. Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Boyer v. Holland-American Line, 176 F. Supp. 550, 1959 U.S. Dist. LEXIS 2821 (E.D. Pa. 1959).

Opinion

EGAN, District Judge.

The libellants, Lewis F. Boyer, Jr., Thornton D. Hooper, Edward Burritt and Horace L. Pugh, owners of the barge Interstate No. 8, brought this suit by reason of a collision in the Chesapeake and Delaware Canal (hereinafter referred to as the C & D Canal) on June 10, 1954, between the barge Interstate No. 8 and the S.S. Blydendyk, owned by the Holland-American Line.1 Thereafter, by an Order of the Court allowed under Admiralty Rule 56, 28 U.S.C.A. p. 119, respondent, Holland-American Line, impleaded Lewis F. Boyer, Jr., Thornton D. Hooper, Edward Burritt and Horace L. Pugh, individually and as co-owners of the tug Elizabeth S. Hooper. The respondent-claimant contends that the tug Elizabeth S. Hooper, which had the barge Interstate No. 8 in tow, was solely responsible for the collision between the barge and the S.S. Blydendyk.

The Court has jurisdiction over the parties and the subject.matter by virtue of the Court’s general admiralty and maritime jurisdiction.

[552]*552The issues between the respective parties having been joined, their causes were tried to the Court without a jury.

For reasons of convenience and clarity, the collective parties libellant and respondent shall be referred to as libellant and respondent, respectively, unless otherwise indicated.

Let us begin our analysis of this case by briefly stating certain facts which are not in dispute.2

1. The barge Interstate No. 8 is a steel oil barge, 190'7" in length, with a beam of 40'7", drawing, at the time of the collision, 2' forward and S' aft. This barge was without means of steering or propulsion.

2. The tug Elizabeth S. Hooper is a diesel propelled craft approximately 83' long and 22' in width. Her draft, at all material times, was 10'6".

3. The S.S. Blydendyk is a “liberty type” dry cargo vessel with dimensions of approximately 450' in length and 55' in width, drawing 12'6" forward and 18' aft.

4. At the point of collision and in the immediate vicinity thereof, the C & D Canal is 250' in width and 27' to 28' in depth.

5. At all material times the weather was clear, visibility good, wind negligible and the tide or current in the C & D Canal was running toward the east at a force estimated from 1% to 2% knots per hour.

6. Both vessels carried the prescribed lights for night travel.

On the morning of June 10, 1954, at or about 4:05 A.M., the tug Elizabeth S. Hooper was in transit through the C & D Canal in an eastwardly direction, approaching Chesapeake City from the west, with the barge Interstate No. 8 in tow. At about this time, a freighter, identified as the Suzanne3 crowded the tug and tow to the south bank of the C & D Canal, causing the barge to go aground and the towing lines to part.

At or about 4:02 A.M. of the same day, the S.S. Blydendyk, while in transit west-wardly through the C & D Canal, was off Bethel, approaching Chesapeake City from the east and preparing to change pilots.

There is a great divergence in the evidence. The claims of the parties are not only conflicting but directly contradictory. Fortunately certain testimony that was produced serves as a beacon leading to a solution of the issues here involved.

Libellant contends that when the barge Interstate No. 8 was grounded4 by the action of the Suzanne, the tug Elizabeth S. Hooper went to the stern of the barge and after securing a 30' or 40' tow line on the barge, the tug began operations to free the barge. After the barge was released, the barge cast off the stem line and the tug then proceeded to the bow of the barge where tov/ing lines were again placed. Libellant produced testimony tending to show that this entire freeing operation was completed in the southern half of the C & D Canal, or in a maneuvering area of 125'. It was stated on behalf of libellant that at no time did any part of the barge cross the center line of the canal.

In view of the uncontroverted physical facts relating to this operation, the contention of libellant cannot prevail. Here we have a barge 190' long and 40' wide, a tug approximately 83' in length, with a 22' beam and a tow line of 30' to 40', or an overall tow of 303' to 313' in length. Added to this, we must consider that at all material times the tide was running at a rate of iy2 to 2y2 knots per hour in an eastwardly direction and against the stern of the barge.

No detailed knowledge of tug handling, nor any great imagination, is [553]*553needed to visualize what occurred in this instance. The tug, of necessity, had to pull, at least, to the northwest of west5 in order to free the stern of the barge from the ground. Considering the length of the tug and the tow line, it must have been on or over the center of the C & D Canal before the stern of the barge broke free. Immediately thereafter the tide, acting as a wedge between the starboard side of the barge and the shore line, assisted the tug in pulling the barge off the ground. However, in this operation, it is apparent from the physical facts that the tug was well to the north of the center line of the canal and that the stern of the barge was on, if not over, the center line before the bow of the barge was released. Upon the releasing of the barge from the ground, the tug had its tow lines cast off in order to secure other lines on the bow of the barge. This temporarily left the barge at the mercy of the current. Since the stern of the barge had momentum toward the north side of the canal, this movement was implemented by the force of the current, thus pushing the barge’s stem still further north and undoubtedly close to the north bank of the “cove” before the forward towing lines from the stem of the tug were secured on the bow of the barge. Then again, in order to properly align the tow, the bow of the barge would have to be pulled to the north so a proper strain could be had to begin normal towing operations. All of this maneuvering as has been heretofore indicated would, of necessity, place the tug and her tow far to the north side of the canal and well into the cove, that is, on the north side of the canal west of Chesapeake City Bridge. Fortunately we do not have to rely on measurements and distances alone to arrive at this conclusion. Five witnesses place the tug and tow in the cove on the north side of the canal. Captain Busser, of the S.S. Blydendyk, Captain Rowland, the pilot at the time of the accident, Mr. Benson, the marine dispatcher, Captain Lawrence, the relieving pilot, and Mr. Mitchell, the pilot’s launch operator, all agree on the position of the tug and tow immediately preceding the accident.

From the evidence adduced at the trial, it appears that while the tug and tow were maneuvering as heretofore described, the S.S. Blydendyk was approaching Chesapeake City Bridge from the east in a normal manner and simultaneously with her approach to the bridge, the launch with the relief pilot on board, set out to meet the Blydendyk and exchange pilots.

According to the testimony, it is indicated that when the Blydendyk was about 400' or a ship’s length east of the tug, the tug suddenly veered to the right, attempting to cross to the south of the canal, and gave one blast of her whistle indicating a hastily conceived attempt to effect a port to port passing situation.

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Related

California Transport Corp. v. United States
198 F. Supp. 937 (S.D. New York, 1961)

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Bluebook (online)
176 F. Supp. 550, 1959 U.S. Dist. LEXIS 2821, Counsel Stack Legal Research, https://law.counselstack.com/opinion/boyer-v-holland-american-line-paed-1959.