Rhode Island Turnpike & Bridge Authority v. Bethlehem Steel Corp.

446 A.2d 752, 1982 R.I. LEXIS 893
CourtSupreme Court of Rhode Island
DecidedJune 4, 1982
Docket81-480-Appeal
StatusPublished
Cited by18 cases

This text of 446 A.2d 752 (Rhode Island Turnpike & Bridge Authority v. Bethlehem Steel Corp.) is published on Counsel Stack Legal Research, covering Supreme Court of Rhode Island primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rhode Island Turnpike & Bridge Authority v. Bethlehem Steel Corp., 446 A.2d 752, 1982 R.I. LEXIS 893 (R.I. 1982).

Opinion

OPINION

KELLEHER, Justice.

This litigation, which now comes before us for the third time, presently involves cross appeals from a revised judgment entered by a Superior Court trial justice after a hearing and following a second remand. On the prior occasions this controversy has been the subject of two written opinions. They are to be found in 119 R.I. 141, 379 A.2d 344 (1977), and R.I., 415 A.2d 1295 (1980), under the title Rhode Island Turnpike & Bridge Authority v. Bethlehem Steel Corp.

A detailed factual recitation is unnecessary except to say that this continuing dispute arises because of the catastrophic failure of paint to adhere to the steel surface of the Newport Bridge. The lack of adhesion was due to the presence of “mill scale” which Bethlehem had failed to remove from the metal notwithstanding its contractual obligation to do so.

In Newport Bridge No. 1, a remand was required because it was evident that the Authority had received some benefit from the original paint job and Bethlehem was entitled to a credit for whatever benefit was bestowed upon the Authority. 119 R.I. at 167, 379 A.2d at 358. A second remand followed Newport Bridge No. 2, where we affirmed the trial justice’s determination that Bethlehem was entitled to a 25 percent credit 1 but then sustained the Authority’s cross appeal by holding that the 25 percent credit was to be applied solely to the actual cost of applying the paint needed to remedy Bethlehem’s negligent surface preparation. No credit was to be allowed for the cost of the sandblasting that was necessary to re *754 move the mill scale which had caused the original paint failure. The second remand also authorized the trial justice to require the presentation of additional evidence if he thought it necessary.

When, the litigants appeared before the trial justice after the second remand, it was agreed that an element to be considered in determining the cost of painting was the cost of sandblasting the bridge’s surface as part of the normal maintenance that would have been necessitated by the usual wear and tear that would have taken place during the expected twelve-year life expectancy of the original paint job. There was also some concern expressed as to whether the testimony that had been adduced previously could form a basis for a proper allocation of the monies paid to the remedial painter, Oliver B. Cannon & Sons, Inc., to either the painting-expense category or the sandblasting-expense category. Consequently, evidence was presented as to the amount of money that would have been expended for normal maintenance sandblasting and as to how much of the remedial costs incurred by the Authority should be classified as paint or as sandblasting.

Testimony on these issues was given by Cannon’s president, Robert B. Roth; Herbert M. Mandell, senior vice president of the engineering firm that had designed the bridge and supervised all phases of the construction and remedial painting; and Cannon’s site superintendent, who served in this capacity at the bridge site during 1971 and was responsible for authenticating the daily reports. The superintendent’s testimony was presented by way of a deposition. Valentino J. Assetto, a long-time Bethlehem employee who during his career had participated actively in the various facets of Bethlehem’s many and varied enterprises, testified in behalf of his employer. His computations in large part were based upon the statistical data found in the 1971 daily work reports.

Roth testified regarding the allocation of costs between blasting and painting during the remedial period, which encompassed a time frame beginning in 1971 and ending in 1977, with the exception of 1974, a year during which no remedial painting was performed. Roth estimated that the normal maintenance sandblasting expenses which would have been incurred during the twelve-year life expectancy of the original paint job would have amounted to $285,-576.03. His testimony, based on his experience with the Newport Bridge and others, served as a basis for the Authority’s claim that 65 percent of all payments made to Cannon were attributable to remedial sandblasting. Mr. Mandell told the trial justice that 60 percent of the costs incurred by the Authority for his firm’s engineering services were attributable to the remedial-sandblasting operation. Assetto’s analysis of the documents presented to him resulted in a different allocation from those offered by Roth and Mandell. He estimated the normal maintenance sandblasting cost at $311,-533 and placed the remedial sandblasting percentage at 27.97 percent. His calculations would have given Bethlehem a credit somewhat in excess of $1 million. In his deposition, the superintendent, besides casting doubts on the accuracy of the assumptions made by Assetto in his computations, stated that, in his opinion, the sandblasting time expended on the bridge during 1971 constituted about 75 to 80 percent of the entire remedial operation.

In analyzing the evidence, the trial justice discussed the different allocations of costs advanced by both the Authority and Bethlehem and the sources of evidence supporting those allocations. He specifically found Assetto’s testimony to be unpersuasive because in his opinion it was based on records which were neither intended nor compiled for the purpose for which Assetto used them. The trial justice concluded:

1. The cost of the remedial sandblasting was equal to 65 percent of the total net payment made to Cannon.

2. The cost of the remedial painting was equal to 35 percent of the net payment made to Cannon.

3. The normal maintenance blasting costs subject to a credit for Bethlehem were $285,576.03.

*755 4. 60 percent of the cost for purchasing grit in 1977 was to be placed in the remedial-sandblasting category.

5. 60 percent of the fees paid to Man-dell’s engineering firm would be attributable to the remedial-sandblasting operation.

After making these factual conclusions, the trial justice turned to matters mathematical. The total net payment made to Cannon by the Authority was $5,059,467.43. The trial justice then applied the 35 percent remedial-paint factor to the total net amount and determined that the true painting cost amounted to $1,770,813.61. He then applied the 25 percent credit factor due Bethlehem to both the $1,770,813.61 cost of remedial painting and the $285,-576.03 representing the estimated expense for the routine maintenance sandblasting. After making the necessary addition and multiplication, the trial justice arrived at a credit figure of $514,097.41. Thus, when the $514,000-plus figure was deducted from the total net paid to Cannon, the Authority’s net cost was then reduced to $4,545,-370.02.

After the trial justice had made additional computations for such items as the grit expense and the engineering fees, the amount due the Authority from Bethlehem was adjusted upward to $4,935,023.90. From this figure must be deducted the $804,996.55 counterclaim of Bethlehem which was upheld in the court’s consideration of Newport Bridge No. 1.

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Bluebook (online)
446 A.2d 752, 1982 R.I. LEXIS 893, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rhode-island-turnpike-bridge-authority-v-bethlehem-steel-corp-ri-1982.