Pilot River Transportation, Inc., Upper River Services, Inc., and Wausau Insurance Companies v. Chicago and North Western Transportation Company

912 F.2d 967, 1990 U.S. App. LEXIS 15218, 1990 WL 124561
CourtCourt of Appeals for the Eighth Circuit
DecidedAugust 29, 1990
Docket89-5416
StatusPublished
Cited by3 cases

This text of 912 F.2d 967 (Pilot River Transportation, Inc., Upper River Services, Inc., and Wausau Insurance Companies v. Chicago and North Western Transportation Company) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pilot River Transportation, Inc., Upper River Services, Inc., and Wausau Insurance Companies v. Chicago and North Western Transportation Company, 912 F.2d 967, 1990 U.S. App. LEXIS 15218, 1990 WL 124561 (8th Cir. 1990).

Opinion

ROSS, Senior Circuit Judge.

I.

This appeal arises from a maritime collision which occurred on May 3, 1985, when a vessel owned and insured by appellees, Pilot River Transportation and Wausau Insurance Companies (collectively referred to as Pilot River), collided with the Pig’s Eye Railroad Bridge, owned and operated by appellant, Chicago and Northwestern Transportation Company (C & NW). At the time of the collision, Pilot River’s towboat, the M/V Minneapolis, was pushing a tow of three loaded grain barges down the Mississippi River. The collision occurred when the M/V Minneapolis tow struck the stationary protective cell of the Pig’s Eye Railroad Bridge.

Prior to the collision, the captain of the M/V Minneapolis, James Bittner, contacted the bridge tender, Ernie Elizondo, to inform him that the M/V Minneapolis was heading southbound down the river and that the bridge should remain open. Eli-zondo, whose duties included opening and closing the bridge to allow passage of vessels on the river, responded that the bridge was open and would remain open. Minutes later Elizondo was notified that two maintenance workers wanted to board the bridge to perform maintenance work. In order to allow their entry, Elizondo began to close the bridge without previously notifying Captain Bittner.

Captain Bittner testified that when he first suspected that the bridge was closing, he placed the towboat’s throttles in the neutral position. When he determined that the bridge was in fact closing, he began reversing engines to slow speed and attempted to contact the bridge tender to determine why the bridge was closing. When he received no response, Captain Bittner continued backing on his engines.

When Elizondo responded to a second call from Captain Bittner, Elizondo explained that the bridge was momentarily closing but that it would begin to swing open as soon as the workers stepped foot on the bridge. Captain Bittner did not indicate that the momentary bridge closing would cause any problems for his vessel. Following this conversation, Captain Bitt-ner continued to reverse his engines and at this time the M/V Minneapolis and its tow began to lose shape.

The area just upstream of the bridge is known as the “chute,” because the river increases in speed due to wing dams and the river narrowing at this location. Pilot River claims that it was impossible to stop the M/V Minneapolis and its tow once it had entered the chute. Prior to entering the chute, Captain Bittner received confirmation that the bridge was open and would remain open for the M/V Minneapolis’ clear passage. Bittner then entered the chute in reliance on the bridge tender’s confirmation. Shortly thereafter, the bridge began to close; at this point however, the M/V Minneapolis and its tow had already entered the chute and were, therefore, committed to passage.

Captain Bittner did not attempt to use the shore to beach or slow his tow, which he testified would have caused the vessel to “top around,” thereby endangering the vessel and its crew. Instead, he maneu *969 vered the barges toward a shear fence located upstream of the bridge near a sheet pile protective cell. The tow then struck the protective cell of the bridge, resulting in the claimed damage.

The district court found that the collision was caused solely by C & NW’s negligence in failing to keep the bridge open for the passage of the M/V Minneapolis and its tow, and in failing to communicate the bridge tender’s intention to close the bridge after previously agreeing to keep it open. Relying on 33 U.S.C. §§ 494 1 and 499, 2 the court held that C & NW had violated its statutory duty of care to keep the bridge open after reasonable signals were given by the approaching vessel. The district court also found that C & NW had violated 33 C.F.R. § 117.15(b)(5) 3 by failing to communicate, in a timely fashion, the bridge tender’s intention to close the bridge contrary to his prior agreement to keep it open. The district court further found that there was no contributory negligence on the part of the M/V Minneapolis. Damages were awarded to Pilot River in the amount of $43,382.14, plus interest and costs.

On appeal, C & NW contends that the district court erred in finding that C & NW owed a statutory duty of care to the M/V Minneapolis, that Pilot River was not con-tributorily negligent, and that damages for cargo loss and survey fees were incorrectly assessed. Upon careful review of the record and the arguments and briefs of the parties, we affirm.

II.

C & NW first argues that the district court erred in finding that it violated a statutory duty of care. C & NW contends that the statutory and regulatory provisions relied upon by the district court, 33 U.S.C. §§ 494, 499 and 33 C.F.R. § 117.15(b)(5), apply to drawbridges only, and because the bridge at issue is a swing bridge, the court incorrectly applied these provisions. Furthermore, C & NW contends that because swing bridges and drawbridges are specifically distinguished in other regulations, the drafters could not have intended the provisions of sections 494 and 499 to apply to swing bridges. 4

We disagree with C & NW's interpretation of the relevant statutory and regulatory provisions. No similar regulations exist which relate specifically to the signaling requirements of a swing bridge. The logical conclusion to be drawn from C & NW’s argument is that swing bridge activities are consequently not regulated. We are not persuaded by this argument. The term “draw” has been defined as the movable section of the bridge, whether raised up or moved from side to side. See Gildersleeve v. New York, N.H. & H.R. Co., 82 F. 763, 766 (S.D.N.Y.1897). In fact, bridges such as that at issue herein are frequently referred to as “swing draw bridges.” See, e.g., Penn Cent. Co. v. Buckley & Co., 415 F.2d 762, 763 (3d Cir.1969); Empire Seafoods, Inc. v. Anderson, 398 F.2d 204, 209 (5th Cir.), cert. denied, 393 U.S. 983, 89 *970 S.Ct. 449, 21 L.Ed.2d 444 (1968). Clearly, 33 U.S.C. §§ 494 and 499 and its concomitant regulations apply to all forms of “drawbridges,” including “swing bridges.”

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Bluebook (online)
912 F.2d 967, 1990 U.S. App. LEXIS 15218, 1990 WL 124561, Counsel Stack Legal Research, https://law.counselstack.com/opinion/pilot-river-transportation-inc-upper-river-services-inc-and-wausau-ca8-1990.