E. I. Du Pont De Nemours & Co. v. Pennsylvania Railroad

167 F. Supp. 80, 1958 U.S. Dist. LEXIS 3376
CourtDistrict Court, D. Delaware
DecidedOctober 10, 1958
DocketNos. 1724, 1754, 1759
StatusPublished
Cited by3 cases

This text of 167 F. Supp. 80 (E. I. Du Pont De Nemours & Co. v. Pennsylvania Railroad) is published on Counsel Stack Legal Research, covering District Court, D. Delaware primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
E. I. Du Pont De Nemours & Co. v. Pennsylvania Railroad, 167 F. Supp. 80, 1958 U.S. Dist. LEXIS 3376 (D. Del. 1958).

Opinion

WRIGHT, Chief Judge.

FINDINGS OF FACT

1. The three Admiralty actions under consideration were consolidated for trial and tried by the court on June 17-21 and July 8-10, 1957 (Docket).

[82]*822. The cases arise from a collision which occurred on August 3, 1953 between acid barge, Banks No. 8, being towed by the tugboat, “Grace Ann”, upstream on the Christina River and Pennsylvania’s R. R. bridge 2.27 which crosses that river (Pre-trial Order).

3. As a result of the collision the barge sank and was thereafter abandoned as a total loss (N.T. 310, 317,1217-1218). In addition, there was a partial loss of the acid cargo, owned by E. I. duPont de Nemours and Company (duPont) then on board the said barge (LX 19; N.T. 802-803).

4. On September 3, 1954 duPont libeled the Pennsylvania R. R. (Respondent) seeking recovery for the partial loss of its acid cargo (Docket).

5. Charles T. Banks, individually and trading as Charles T. Banks Towing Line (Banks), on November 13, 1956 commenced suit in this court against respondent (No. 1754 In Admiralty) for loss of No. 8 barge (Docket).

6. On December 6, 1956, Banks also filed a libel against respondent in the United States District Court for the Eastern District of Pennsylvania, identical to that filed in this court as No. 1754. The Pennsylvania action was transferred to this court under the provisions of 28 U.S.C.A. § 1404(a), and was docketed No. 1759 In Admiralty (Docket).

7. By court order dated February 15, 1957 Banks was permitted to amend the libel in No. 1754 to allege matter purporting to excuse the delay in commencing the said action (Docket).

8. Respondent’s answer to the duPont libel denies all allegations of respondent’s negligence and affirmatively pleads, (1) that Banks was the sole cause of duPont’s alleged loss, and (2), that if respondent were negligent, duPont was eontributorily negligent (Answer).

9. The respondent has raised a number of defenses to the Banks’ libels, namely, a general denial of any negligence, laches, non-joinder of an indispensable party and alternatively contributory or concurring negligence on Banks’ part. In addition, respondent has filed a cross-libel against Banks for one-half of the damages, if any, which respondent may be required to pay duPont (Answer).

Parties and Laches

10. Charles T. Banks was the sole owner of Barge No. 8 (LX 1; N.T. 633-635; see also statement of Proctor for Banks, N.T. 74).

11. Charles T. Banks Towing Line is a partnership consisting of Charles T. Banks and Flo Banks, his wife (N.T. 40-41).

12. Flo Banks, a partner of the Charles T. Banks Towing Line, is not a party to the libels filed herein (Banks’ Libels).

13. The duPont libel concededly timely filed, raises the same issues respecting liability as those presented in the Banks’ libels. (Respondent’s Motion for Transfer — 1759 In Admiralty — Allegation 3, wherein respondent’s Proctor states: “3. There is presently pending in the District Court for the District of Delaware an admiralty action against respondent by the owner of the cargo lost in the same collision involving an identical question of liability captioned E. I. DuPont De Nemours and Company v. The Pennsylvania Railroad Company, No. 1724, In Admiralty.”)

14. An extensive investigation of the collision was undertaken by respondent shortly after the incident (N.T. 1051).

15. The alleged delay in filing of the Banks’ libels was excusable in view of the dissolution of the legal firm originally engaged by Banks and the uncertainty concerning which Proctors were to assume responsibility for prosecuting the cause (Stipulation; N.T. 1042).

16. Respondent has not demonstrated any prejudice from the alleged untimely filing of the Banks’ libels.

Liability

17. The collision occurred on Monday, August 3,1953 at about 5:25 a. m. (Eastern Standard Time) at respondent’s drawbridge, Bank 2.27 which spans the [83]*83Christina River in a generally north-south direction, at a point about 4.6 miles from its mouth (Pre-trial Order, par. 4).

18. The swing type drawbridge was under lease and control of respondent (Pre-trial Order, pars. 6 and 10).

19. The Christina River, where bridge 2.27 is located flows in a generally east-west compass direction (Pre-trial Order, par. 5c).

20. Approaching the bridge from the east (proceeding upstream) there are fender and piling systems on the north and south sides of the draw extending downstream from the bridge (LX 6; RX 5a, 5c; see diagram).

21. On the north side of the draw extending downstream is a spring rack, 94 feet 8 inches (LX 6; RX 5c; see diagram) .

22. To the south of the draw is an immovable V fender which projects along the straight way of the draw downstream 44 feet 6 inches and then converges southerly to the apex of the V at approximately a 45 degree angle (LX 6; RX 5b; see diagram).

[84]*8423. The opening of the draw at the narrowest point is 38 feet 8 inches (LX ■6; see diagram).

24. The distance from the bridge to Newport (the destination of the tug and barge), is about 3.4 miles (LX 8; N.T. 353).

25. The depth of the channel varies according to navigation charts from 7 to 12 feet at low mean tide (LX 8).

26. Banks No. 8 was a wooden barge 112 feet long, 35 feet 8 inches wide (Pretrial Order, par. 5(e); N.T. 84).

27. The barge had a depth of 14 feet (N.T. 84) and when fully loaded drew about 10 feet of water (Respondent’s Brief, p. 4).

28. She carried 10 acid tanks on her deck with a total capacity of 500. tons (N.T. 44, 742). On,the day in question the tanks contained 452 tons of acid (LX 19), and the said barge drew between 7 and 8 feet of water (N.T. 338).

29. In negotiating the draw the barge had 6 to 8 inches on each side (N.T. 101).

30. The “Grace Ann” was a diesel powered tug of 77 gross tons (N.T. 50) with a 400-500 horsepowered engine (N. T. 334) which was controlled from the pilot house (N.T. 332). She was 79.2 feet long, 18 feet wide with a draft of 11 feet (Pre-trial Order, par. 5(e); N.T. 85, 331).

31. -The channel as it approaches the bridge is approximately 200 feet wide (N.T. 346). Mean range of tides at the draw is 5 feet (N.T. 370; Pre-trial Order, par. 9). High tide at the mouth of the Christina on August 3, 1953 was at 6:10 a. m. (Eastern Standard Time) (LX 12).

32. On the date of the accident the tug “Grace Ann” was captained by Paul Burchard (N.T. 268). His line of vision-from the pilot house was approximately 16 feet above the water line and exceeded the highest point of the center cribbing of the V fender (N.T. 333, 370-371; LX 10 G 14).

33. On June 24, 1953 more than one month prior to the collision in question, Banks’ tug “Phyllis” towing Barge No. 8 while passing through draw 2.27 on its way to Newport, struck and damaged the V fender on the south side and also damaged the north fender (LX 15; N.T. 378-379, 725-730). At that time Captain Burchard and Captain Banks, the libelant, were aboard the “Phyllis” (N.T. 378-379, 725), and Captain Banks requested the bridge tender to have the fender repaired (LX 15; N.T. 378-379, 724-725, 728).

34.

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167 F. Supp. 80, 1958 U.S. Dist. LEXIS 3376, Counsel Stack Legal Research, https://law.counselstack.com/opinion/e-i-du-pont-de-nemours-co-v-pennsylvania-railroad-ded-1958.