Bunge Corporation, Cross-Appellee v. American Commercial Barge Line Company and American Commercial Lines, Inc., Cross-Appellants

630 F.2d 1236
CourtCourt of Appeals for the Seventh Circuit
DecidedOctober 7, 1980
Docket79-1646, 79-1647
StatusPublished
Cited by19 cases

This text of 630 F.2d 1236 (Bunge Corporation, Cross-Appellee v. American Commercial Barge Line Company and American Commercial Lines, Inc., Cross-Appellants) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bunge Corporation, Cross-Appellee v. American Commercial Barge Line Company and American Commercial Lines, Inc., Cross-Appellants, 630 F.2d 1236 (7th Cir. 1980).

Opinion

I.

PELL, Circuit Judge.

This is an action in admiralty. On June 13, 19.74, a flotilla of nineteen loaded coal barges in tow of vessels owned by the defendant American Commercial Lines, Inc., collided with a grain handling facility in Cairo, Illinois, owned by plaintiff Bunge Corporation (Bunge).

The damaged structure was composed of a grain conveyor and supporting trestle on four towers. The first of these towers, which supported the trestle over the river, was constructed of four twelve inch diameter pipe pilings and extended approximately seventy feet above the river bottom. The pilings were driven vertically into the river bottom to form a twelve foot square and were braced by steel I beams and channel irons. Resting on the top of this river support tower was a pipe superstructure which consisted of steel pipe and cross-bracing, welded to the tower. The purpose of both the tower and its superstructure was the support of the conveyor trestle, which served as the base for the conveyor belt connecting the grain elevator with the grain discharge chute over the river. In addition to this structure, Bunge’s facility also had two dolphins downstream of the river support tower. 1

On the day of the collision, the river stage was high and the current unusually swift. Defendant’s tow, heading downriver, struck a dolphin, and caused it to lay over toward the shore at an angle. Continuing, the barges next struck a work flat moored at the side of the river support tower, causing it to strike the two river-ward pilings of the tower. As a result, the tower pilings were deflected shoreward approximately two feet at the top, causing substantial damage to the tower, the superstructure, and the conveyor trestle. 2

*1239 The court entered judgment for the plaintiff in the amount of $122,234.86, allocable as follows:

(1) For the cost of restoring the conveyor structure to the condition it enjoyed prior to the collision, $135,000, less sixty percent depreciation, for a net liability of $54,000.
(2) For the cost of replacing the damaged dolphin, $46,266, less sixty percent depreciation, for a net liability of $18,-506.40.
(3) For expenses caused by the loss of the use of the facility between June 13 and November 4, 1974, including the cost of transferring corn screenings from barges to rail cars, dockage fees, cleaning and transfer charges, and trucking expenses, $30,141.25.
(4) For loss of grain (shrink) in excess of the normal .0075 percent, caused by the necessity of using alternative means of unloading, $10,000.
(5) Barge, switching and trucking charges in the amount of $9,067.01.
(6) Additional trucking expenses in the amount of $520.20.

The court denied plaintiff’s prayers for prejudgment interest, costs, and attorneys fees. On appeal, the principal issues are whether the district court erred in computing Bunge’s damages in items (1) and (2) and whether the court abused its discretion in failing to award prejudgment interest.

II.

A. Damage to the Conveyor Structure

The following stipulations, admittedly relevant to the question of the correctness of damages, were made a part of the final pretrial order:

7. The damage was surveyed by Louis Vernon Pritchett, the plaintiff’s maintenance superintendent; George E. Leithner, on behalf of the plaintiff’s underwriter; Richard Goode of the plaintiff’s Engineering Department; Harry E. Reynolds and Civil Engineer Paul Lopinot on behalf of the defendant American Commercial Lines, Inc.’s underwriter.
8. Shortly after June 13, 1974, Louis Vernon Pritchett supervised the dismantling of the upper sections of the river tower, the conveyor belt and the conveyor trestle shoreward to the first land tower. At this time the river was high and concealed the bottom where the support piles and dolphins entered the river bed.
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10. The river receeded [sic] and, on October 10, 1974, the pilings and dolphins were accessible for inspection at the mud-line. On October 10, 1974, representatives of the parties, including Harry E. Reynolds and Paul Lopinot, made the first unobstructed visual inspection of the condition of the piling of the river tower and second downstream dolphin down to the mudline.
11. Thereafter, repairs commenced to the river tower, conveyor trestle and the conveyor belt support system. These repairs were completed on November 5, 1974, and the facility was used to load barges.
12. In 1975, the plaintiff commenced construction of an additional barge loading and unloading facility, and, as part of this additional facility, six large cylindrical cells constructed of interlocking steel sheet piling filled with concrete were constructed in the river.
13. In the place occupied by the second downstream dolphin, the first upstream cell of the new facility was constructed. In order to make way for this new cell the first downstream dolphin was removed, as was the remaining single pile of the second downstream dolphin.
14. Plaintiff expended $6,681.08 in dismantling the upper sections of the river tower, the conveyor belt and the conveyor trestle shoreward to the first land tower.
*1240 15. Plaintiff expended $26,984.49 to repair the river tower, the conveyor belt and the conveyor trestle shoreward to the first land tower.

It is plaintiff’s theory that the $54,000 in damages awarded by the district court for replacement of the conveyor structure was in fact calculated only on the replacement cost of the river support tower, and not the structure as a whole, and therefore improperly excluded the additional $33,665.57 in repair costs to other components of the conveyor structure referred to in stipulations fourteen and fifteen.

The district court expressly rejected this contention noting that “[t]his claim is inconsistent with plaintiff’s theory that it is entitled to replacement value of the facility less depreciation, a theory which the court has adopted and upon which judgment is being entered . . . [Pjlaintiff cannot be made whole for the value of the damaged facility on the formula of replacement costs less depreciation while at the same time additionally claiming damages for the repair cost to the now only partly-used facility.” In support of its claim that the additional damages are not duplicative, Bunge argues first that the replacement cost figure of $135,000, adopted by the court, could only have been based on the testimony of George Leithner, plaintiff’s expert witness, and that this testimony was limited to the cost of replacing the river support tower only, not the entire conveyor structure.

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Bluebook (online)
630 F.2d 1236, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bunge-corporation-cross-appellee-v-american-commercial-barge-line-company-ca7-1980.