Davison v. Parker

622 P.2d 1113, 50 Or. App. 129, 1981 Ore. App. LEXIS 2065
CourtCourt of Appeals of Oregon
DecidedJanuary 26, 1981
Docket78-611E, CA 16519
StatusPublished
Cited by6 cases

This text of 622 P.2d 1113 (Davison v. Parker) is published on Counsel Stack Legal Research, covering Court of Appeals of Oregon primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Davison v. Parker, 622 P.2d 1113, 50 Or. App. 129, 1981 Ore. App. LEXIS 2065 (Or. Ct. App. 1981).

Opinion

*131 THORNTON, J.

Plaintiff Davison brought this suit to foreclose a construction lien and to recover the price of concrete sewer pipe sold to defendants Parker and Big "D” Developers, Inc. ORS 87.060. (Defendants Dan and Kathleen Parker are former sole shareholders of Big "D” Developers, Inc., which has been dissolved since the events in question occurred and whose debts the Parkers assumed.) Defendants interposed a counterclaim that some of the pipe delivered to them was not merchantable in that it cracked after installation and required replacement. Plaintiff then brought a third-party complaint against third-party defendants Bull and Eugene Concrete Pipe Co., who do business as Salem Concrete Pipe Co. and who manufactured the pipe in question. The third-party complaint alleged that, if plaintiff were held liable to defendants for defective pipe, those damages should properly be passed on to third-party defendants. 1

The lawsuits were tried in the same proceeding. Third-party defendants stipulated that, in the event plaintiff were found liable to defendant for unmerchantable pipe, they would be responsible as manufacturers of the pipe. The trial court entered a judgment for defendants on their counterclaim and awarded as damages the cost of locating and replacing the defective pipe, with credit to plaintiff for good pipe delivered. The court also awarded defendants $2,065 in attorney fees and costs. ORS 87.060(4). A separate decree was entered in favor of plaintiff on his third-party complaint and the full amount of the judgment including attorney fees and costs was passed along to third-party defendants.

Plaintiff and third-party defendants appeal, assigning as errors the following:

1) the holding that the pipe was defective;

2) the receipt in evidence of a summary prepared from time cards of the costs of replacing the pipe; and

*132 3) failure to hold that proof of damages was otherwise insufficient.

Third-party defendants appeal separately, contending that the trial court should not have passed on to them the attorney fees and costs entered on defendants’ counterclaim against plaintiff.

Defendants purchased 8 inch and 4 inch pipe from plaintiff for use in the subdivision they were constructing. Parker testified that he employed experienced people to install the sewer lines and that they did so in the normal manner. When the lateral lines (consisting of the 4 inch pipe) were installed and pressure tested, they failed to function. The lines were dug up piecemeal and about one out of three sections of pipe was found to have cracked around the circumference at about the middle of the pipe. This pipe was replaced by other pipe from the same lot, some of which broke upon installation and testing without being buried. Neither plaintiff nor defendants understood at the time what had caused the pipe to fail. Everyone who handled the pipe testified that it appeared normal in every way and that no cracks were visible. The pipe did not break upon being laid in the trench. Plaintiff was notified of the problem and personally inspected some of the laterals. Defendant Parker testified that plaintiff remarked that there appeared to be nothing wrong with the way the pipe was installed.

Third-party defendants contend, however, and seek to support the contention through expert testimony, that the pipe broke either because of the manner in which the pipe was imbedded or because of excessive "tamping” (the process of mechanically compacting the gravel and earth backfill covering the sewer line). They tested several pieces of pipe, some of which had been used by defendants, and they all measured up to industry standards. The expert expressed the opinion that the type of break (a crack around the circumference) was indicative of shearing rather than crushing. Shearing, he testified, was more probably the result of poor installation rather than a defect in the pipe itself. Such a result could come about if the 4 to 6 inch gravel bed upon which the pipe rests was not hollowed to accommodate the bell ends of the pipe. The consequence of making this gravel bed perfectly level is to

*133 elevate the center section of the pipe by an inch or two which may cause it to shear somewhere near the middle of the length when it is covered and tamped.

Plaintiff argues that the preponderance of the evidence shows that the most probable cause of the pipe failure was improper installation and that defendants therefore failed to carry their burden of proving that their damages were the product of any defect in the pipe itself. The question of causation is one of fact and defendants had the burden of establishing with reasonable certainty that, of the possible causes of the pipe failure, it was most probable that the cause was one within plaintiff’s control and was not due to defendants’ own error. Valley Inland Pac. Constructors v. Clackamas Water Dist., 43 Or App 527, 532-33, 603 P2d 1381 (1979). Where the alleged cause of failure involves a latent defect, as in this case, a party may prove circumstantially that a defect existed by showing it used the product in the normal manner. Controltek, Inc. v. Kwikee Enterprises, Inc., 284 Or 123, 130-31, 585 P2d 670 (1978).

Inasmuch as the merchantability counterclaim was filed in an equitable proceeding (i.e., foreclosure of a construction lien) and neither party attempted, upon conclusion of plaintiff’s proof with respect to the validity of this lien, to have the balance of the case transferred to the law side of the court, we review the entire matter de novo. Allan & Leuthold v. Terra Inv., 271 Or 335, 337-39, 532 P2d 218 (1975). We conclude, as did the trial court, that there is no evidence that defendants improperly installed the pipe and, although the matter is not entirely free from doubt, it appears more likely that failure was due to some defect in the pipe. The fact that some of the replacement pipe, which was pressure-tested before it was buried and tamped, developed cracks similar to the original pipe weighs heavily in favor of this conclusion. That defendants might have tamped the lines more than usual is explained by the fact that the tamping machine was old and not very powerful. In any event, it would appear to us that overtamping would more likely produce a crushing rather than a shearing failure.

*134 Defendants introduced a summary of the time its employes spent in replacing the defective pipe. This summary was prepared by defendants’ part-time bookkeeper under the supervision of defendant Parker. He testified that he was directly involved to some degree in its preparation, answered the bookkeeper’s questions and spot-checked the results.

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Bluebook (online)
622 P.2d 1113, 50 Or. App. 129, 1981 Ore. App. LEXIS 2065, Counsel Stack Legal Research, https://law.counselstack.com/opinion/davison-v-parker-orctapp-1981.