Rabin v. Anthony Allega Cement Contractor, Unpublished Decision (11-6-2001)

CourtOhio Court of Appeals
DecidedNovember 6, 2001
DocketNos. 00AP-1200 (REGULAR CALENDAR).
StatusUnpublished

This text of Rabin v. Anthony Allega Cement Contractor, Unpublished Decision (11-6-2001) (Rabin v. Anthony Allega Cement Contractor, Unpublished Decision (11-6-2001)) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rabin v. Anthony Allega Cement Contractor, Unpublished Decision (11-6-2001), (Ohio Ct. App. 2001).

Opinion

OPINION
Plaintiffs-appellants, Century Surety Company ("Century") and Mary Ann Rabin, Bankruptcy Trustee for the Cleveland Trinidad Paving Company ("bankruptcy trustee"), appeal from a judgment of the Ohio Court of Claims awarding them $147,917.81 in their breach of contract action against defendant/third-party plaintiff, Anthony Allega Cement Contractor, Inc. ("Allega"). Third-party defendant-cross-appellant, the Ohio Department of Transportation ("ODOT") cross-appeals from the judgment of the Ohio Court of Claims.

Plaintiffs' action arises out of the reconstruction of a five-mile stretch of Interstate 90 in Cleveland, Ohio, known as ODOT project No. 794-93 ("the project"). The project involved four distinct processes: (1) removal of the existing asphalt down to the concrete subsurface, (2) repair of the concrete subsurface, (3) paving of the intermediate layer of asphalt, and (4) paving of the final surface layer of asphalt.

In November 1993, Allega was awarded the contract to serve as the general contractor on the project. Although Allega was responsible for all work on the project under its contract with ODOT, the contract permitted Allega to subcontract portions of its work. Allega determined that in addition to serving as the general contractor for the project it would perform the repairs to the concrete subsurface, but would subcontract for the removal of the existing asphalt and all new asphalt paving. In April 1994, Allega subcontracted with Cleveland Trinidad Paving Company ("CTP"); CTP's contract with Allega called for CTP to remove the existing asphalt from the roadway, and then, after Allega had completed repairs to the concrete subsurface, to pave both the intermediate and surface layers of asphalt.

The five-mile stretch of I-90 being repaired in the project consisted of two directions of four-lane freeway separated by a concrete divider. Work on the project proceeded in roughly identical fashion on both sides of the freeway. However, in the interest of simplicity, our discussion of the project will focus on the work performed on one side of the freeway, with the understanding that essentially the same work also was being performed on the other side of the freeway, in the opposite direction. Further, the four lanes on the side of the freeway being discussed will be referred to as lanes one, two, three, and four, where, moving sequentially from left to right, lane one is the lane closest to the concrete divider and lane four is the lane adjacent to the berm.

The original plans and specifications called for work on the project between the beginning of the working year in April 1994 and the winter shutdown in November 1994 to proceed in the following sequence: (1) CTP would remove all existing asphalt from lanes three and four, (2) Allega would perform all necessary concrete repairs to the concrete subsurface below lanes three and four, (3) CTP would remove all existing asphalt from lanes one and two, and (4) Allega would perform all necessary concrete repairs to the concrete subsurface below lanes one and two. In a final three-part step, CTP would place an intermediate layer of asphalt on the entire roadway in the following progression: (a) pave the narrow inner berm, lanes one and two, and a narrow two-foot asphalt wedge, intended to allow traffic to move back and forth between the paved and higher lane two and the unpaved and lower lane three, in a single operation, (b) pave lanes three and four in a single operation, burying the narrow two- foot wedge under the new asphalt being placed on lane three as CTP paved, and (c) pave the outer berm. Work would then end for the winter shutdown. When work resumed in spring 1995, CTP would place a final surface coat of asphalt on the roadway in the same manner that it paved the intermediate layer of asphalt.

When Allega and CTP entered into their respective contracts for the project, ODOT's "Construction and Material Specifications" manual, which is incorporated by reference into both contracts, permitted a paving contractor to utilize up to fifty percent recycled asphalt ("RAP") in the asphalt mixture used to pave an intermediate layer of asphalt ("type II"), and up to thirty percent RAP in the asphalt mixture used to pave a final surface layer of asphalt ("type I").

CTP began work removing the existing asphalt from lanes three and four in April 1994. As the existing asphalt was ground off the roadway, CTP stored the material at its asphalt plant for later use as the RAP to be utilized in making the new asphalt for the project. The asphalt removal went smoothly, and by early May 1994, CTP had removed all existing asphalt from the outer two lanes on both sides of the freeway.

In a letter to Allega dated May 11, 1994, CTP requested an advance payment for the RAP stored at its asphalt plant as delivered but not yet incorporated materials pursuant to ODOT Construction and Material Specification 109.07. Included with CTP's request was an invoice for 39,675 tons of type II RAP at $13.63 per ton, and 9,412 tons of type I RAP at $14.74 per ton. Allega forwarded the request to ODOT. After making a minor adjustment to the RAP quantity included in CTP's invoice, ODOT approved the advance RAP payment. On June 22, 1994, ODOT paid Allega $533,955.25 for type II RAP stored at CTP's asphalt plant and $124,877.28 for type I RAP stored at CTP's asphalt plant. Allega in turn paid these amounts over to CTP.

As Allega started work on the repairs to the subsurface concrete, it discovered the subsurface concrete was in need of far more work than ODOT had anticipated when it prepared the project plans and specifications. By August 1994, all parties realized the additional concrete repairs had put the project behind schedule to such an extent that work on lanes one and two could not be completed before the winter shutdown.

Accordingly, on August 29, 1994, ODOT announced major changes to the work sequence on the project that called for all work on lanes one and two to be postponed until spring 1995, and for only intermediate asphalt to be placed on lanes three and four prior to the 1994 winter shutdown. The changes meant that throughout the winter shutdown, lanes three and four would be paved with intermediate asphalt, while lanes one and two would remain covered in their original asphalt, leaving lanes one and two several inches higher than lanes three and four. In order to reduce the danger associated with traffic moving back and forth between the higher and lower lanes during the hazardous winter driving season, ODOT ordered that the asphalt wedge between the higher lane two and the lower lane three be widened from two to seven feet. Due to its increased width, the seven-foot wedge, unlike the original two-foot wedge, overlapped significantly into both lanes two and three to create a gradually beveled surface between the two lanes. To reduce the impact of the changes on CTP, ODOT agreed to allow CTP to permanently close lane four and to work two additional hours each night.

The changes in the project sequence and the installation of the seven-foot wedge added several additional steps to CTP's intermediate paving operations. Most importantly, because the seven-foot wedge overlapped significantly into lanes two and three, it prevented CTP from paving lanes three and four, and later lanes one, two, and the narrow inner berm, in single operations. Specifically, after Allega completed its concrete work on lanes three and four, the changed project sequence and the installation of the seven-foot wedge caused CTP to conduct its intermediate paving by paving the outside berm and the now permanently closed lane four in a single operation, paving lane three, and paving the seven-foot wedge overlapping lanes two and three before work would then end for the winter shutdown.

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Bluebook (online)
Rabin v. Anthony Allega Cement Contractor, Unpublished Decision (11-6-2001), Counsel Stack Legal Research, https://law.counselstack.com/opinion/rabin-v-anthony-allega-cement-contractor-unpublished-decision-11-6-2001-ohioctapp-2001.