Bonnie Dickerson v. Amax Inc.

739 F.2d 270, 1984 U.S. App. LEXIS 20498
CourtCourt of Appeals for the Seventh Circuit
DecidedJuly 16, 1984
Docket83-1684
StatusPublished
Cited by6 cases

This text of 739 F.2d 270 (Bonnie Dickerson v. Amax Inc.) 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
Bonnie Dickerson v. Amax Inc., 739 F.2d 270, 1984 U.S. App. LEXIS 20498 (7th Cir. 1984).

Opinion

PELL, Circuit Judge.

Defendant, AMAX Inc., a Connecticut corporation, appeals from the district court’s denial of its motion for judgment notwithstanding the jury verdict of $10,000 in favor of plaintiff, Bonnie Dickerson, an Indiana resident. The diversity case arose out of defendant’s blasting activities near Brazil, Indiana.’ Defendant requests this court to reverse the judgment below and remand to the district court with instructions to enter judgment in its favor. Defendant does not seek a new trial. The basis for the appeal is defendant’s claim that the jury’s verdict is contrary to the laws of nature and the uncontradicted evidence of the level of the forces produced by the blasting.

I. THE FACTS

Defendant operated surface coal mines, which required blasting to facilitate extraction of the coal. Federal regulations require coal companies to monitor continuously their blasting activities to ensure that the blasts do not exceed certain levels. Defendant maintained a number of seismographs to monitor its blasts throughout the period when it operated the Brazil mine. The seismographs automatically recorded the force levels produced by the blasts. The unit of measurement used to record blast force at a given point is inches per second particle velocity.

Plaintiff had the house that is the subject of this suit constructed for her in 1970. The house is approximately one mile from the mine. Prior to the onset of blasting by defendant in 1977, plaintiff never noticed any structural defects in the house, such as cracked plaster, broken seals on thermopane windows, or a damaged chimney. In the months after defendant began to blast, however, plaintiff noticed all these defects, which worsened as the blasting continued. At one point, a bricklayer repaired plaintiff’s severely cracked chimney, only to return the next day to discover that new cracks had already appeared. The bricklayer also testified that the damage he had repaired was not due to plaintiff’s heating system, as defendant suggested; rather, he testified that, in his opinion, the damage arose from a series of shocks and vibrations.

In addition to the testimony concerning structural defects, there was testimony from a number of witnesses who were in plaintiff’s house when blasting occurred. Plaintiff’s guests described the blast-induced tremors in various terms. One witness, who had plaster dust fall into his coffee from the detonations, stated: “You could feel it coming out of the sky, and it shakes____ I don’t know if anyone in the courtroom has ever felt that sensation; but you have to be there to feel the sensation.” Another witness stated that the blasting “really rocked [the house] or you could say that it shook it or something like that.” A third witness testified: “Well, it felt like an earthquake tremor, or an earthquake or whatever you want to say. The house and fixtures in the house rattled and the dishes rattled and I can remember the chandelier and the light fixtures that were hanging, swaying.”

Plaintiff also testified about the effects of the blasts. On one occasion, the vibrations awakened her from a nap. Another *272 time, two of defendant’s representatives, who were present in the house at the time of a detonation, “were scared to death. You should have seen the looks on their faces. I don’t know whether they thought the world was coming to an end or we had an earthquake or what.” No company representative rebutted this testimony. Plaintiff’s husband testified that once, while he was lying on the floor in front of the fireplace recuperating from an injury, an “extra big” blast moved the hewn mantle beam and almost knocked it off the wall as dust “flew out of everything.” Plaintiff and her husband also testified as to how the cracks in the ceilings and walls continued to grow, and they testified about various repairs that they undertook.

Plaintiff and her husband made numerous attempts to obtain reimbursement for the repairs without resort to litigation, but defendant refused to admit responsibility for the damage to plaintiff’s property. Plaintiff’s two-count complaint contained a prayer for judgment in an amount sufficient to compensate for the physical damage to the house. Neither plaintiff nor her husband raised any claim of personal injury. Plaintiff also requested punitive damages, but the trial court directed a verdict for defendant on that part of her complaint, and she has not appealed the directed verdict.

Defendant’s evidence consisted primarily of scientific testimony. Defendant provided its expert witnesses with the results of its blasting operations, as recorded by the seismographs maintained throughout the area. Defendant never attempted to install a seismograph in plaintiff’s property. Readings were taken, however, at points between the blast site and the house. From the experts’ knowledge of the specific geography of the area, the weight of each blast, and the seismographic results, they developed an equation to estimate the force that each blast should have produced at plaintiff's home. Defendant's witnesses testified as to the results of these calculations, but they did not place into evidence the formula used to derive those results. According to defendant’s calculations, the largest force that ever reached plaintiff’s house measured 0.17 inches per second particle velocity.

Defendant also introduced evidence of scientific research that has suggested that all forces of less than 0.50 inches per second velocity are incapable of producing failure of materials. While the human body is able to discern forces at least as low as 0.05 inches per second particle velocity, defendant asserts that its blasting could not have produced any of the damage experienced by plaintiff.

On appeal, defendant contends that the district court erred when it denied defendant’s motion for judgment notwithstanding the jury verdict and requests that we remedy the alleged error. In essence, defendant claims that, regardless of the testimony introduced by plaintiff, it had established two propositions without contradiction: first, that no blast with a force of less than 0.50 inches per second particle velocity could cause the damage that occurred at plaintiff’s house; and, second, that the greatest force that ever reached plaintiff’s house was no greater than 0.17 inches per second particle velocity. Defendant concludes that the jury must have rejected, without any rational basis, one of the two uncontradicted principles, and, therefore, the district court erred when it denied defendant’s motion for judgment notwithstanding the verdict.

II. THE DECISION

The litigants agree that the well-established rule in this circuit is that state law standards govern the review of a denial of a motion for judgment notwithstanding the verdict in diversity cases. Oberman v. Dun & Bradstreet, Inc., 507 F.2d 349, 352 (7th Cir.1974). See also Robison v. Lescrenier, 721 F.2d 1101, 1103 n. 1 (7th Cir.1983) (questioning the efficacy of the circuit's Erie rule, but noting the lack of any practical difference between the federal and state standards of review); Abernathy v. Superior Hardwoods, Inc.,

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Bluebook (online)
739 F.2d 270, 1984 U.S. App. LEXIS 20498, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bonnie-dickerson-v-amax-inc-ca7-1984.