Gonzalez v. United States Steel Corp.

374 A.2d 1334, 248 Pa. Super. 95, 1977 Pa. Super. LEXIS 1950
CourtSuperior Court of Pennsylvania
DecidedJune 29, 1977
Docket656, 657
StatusPublished
Cited by34 cases

This text of 374 A.2d 1334 (Gonzalez v. United States Steel Corp.) is published on Counsel Stack Legal Research, covering Superior Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Gonzalez v. United States Steel Corp., 374 A.2d 1334, 248 Pa. Super. 95, 1977 Pa. Super. LEXIS 1950 (Pa. Ct. App. 1977).

Opinions

CERCONE, Judge:

This is a consolidated appeal in two trespass actions from the lower court’s denial of appellant United States Steel Corporation’s motions for judgment n. o. v. and for a new trial.

A jury trial ended in substantial verdicts in favor of plaintiffs against the United States Steel Corporation and the Edward Gray Corporation (Gray has not filed an appeal in this matter).

Candido Gonzalez, deceased, and Vincent Cardillo, were carpenters who worked for the Edward Gray Corporation (Gray Corp.) which was employed by United States Steel to perform certain construction work at the United States Steel Duquesne, Pennsylvania plant.

[99]*99On December 16, 1970, during the course of the construction work Gonzalez and Cardillo were injured. Gonzalez died as a result of his injuries. Thereafter, a suit was instituted based on the wrongful death and survival statutes by Gonzalez’s widow, as Administratrix of her husband’s estate against United States Steel. Vincent Cardillo also instituted trespass action against United States Steel for personal injuries he suffered. In both actions, United States Steel joined Gray Corp. as additional defendant, and the two cases were consolidated for trial.

After verdict in favor of plaintiffs and after consideration of appellant United States Steel’s arguments based on its motions for judgment n. o. v. or for new trial, the court below, sitting en banc, denied the motions and judgments were entered upon the verdict and this appeal followed.

In consideration of the nature of the appeal, we are required to consider the evidence in the light most favorable to appellee-plaintiffs. Hargrove v. Frommeyer and Co., 229 Pa. 298, 323 A.2d 300 (1974); Karam v. Pennsylvania Power and Light Co., 205 Pa.Super. 318, 208 A.2d 876 (1965).

The construction contract called for .Edward Gray Corp. to perform, inter alia, the tearing out of bricks in the No. 4 blast furnace and its four component stoves. The accident in this case occurred in the No. 3 stove, the facts of which are as follows:

A blast furnace stove is cylindrical in shape and from the outside resembles a huge tube of lipstick. The interior of a stove contains two vertical chambers. The largest interior chamber is known as a checker chamber because it is filled with bricks called checkers which are rectangular in shape and have holes in them. The smaller interior chamber is called the combustion chamber or well which is oblong in shape, completely hollow and lined with a layer of brick referred to as the skimwall. The two chambers are approximately 110 feet high.

Appellees introduced expert testimony at trial concerning the normal procedure to be followed in the tearing out of [100]*100checkerbrick in the larger checker chamber and the removal or tearing out of that layer of brick referred to as a skimwall in the well or smaller chamber.

First, some of the checkerbricks are removed from the checker chamber and thrown into the well. After the initial tearout of checkerbricks is completed, the checkerbricks remaining in the checker chamber are rodded. The rodding procedure unplugs or cleans out foreign material in the holes of the checkerbricks in the checker chamber. If holes in the checkerbricks cannot be unplugged then those checkerbricks are torn out and thrown into the well. This process of rodding continues until the holes in the remaining checker-bricks are unplugged, after which, and only after which work then commences in the well.

The next step in the procedure is to start work in the well or smaller chamber. This work consists of tearing out the lower portion of the skimwall starting from the floor and since the skimwall runs from top to bottom of the stove, some 100 feet or so, a supporting scaffolding is necessary to support that portion of the skimwall that is to remain after the lower portion of the skimwall is torn out. This scaffolding is referred to as pudlock scaffolding and once the pudlocks are in place the skimwall beneath it is removed or torn out.

The evidence indicated that if any other procedure were to be followed in the tearing out process it would be a departure from normal operations in the removal of bricks from the two chambers. After work in the skimwall had begun, United States Steel decided to remove more checkerbrick from the checker chamber. It was this decision that brought about a departure from the normal procedure. In other words, the tearing out of checkerbricks in the larger chamber after work had begun in the smaller chamber would endanger the scaffolding in the smaller chamber which supported the remaining skimwall that rose to a height of some 80 to 90 feet. The normal process of tossing checkerbrick from the larger chamber into the smaller chamber could no longer be pursued because of the possibility of [101]*101these bricks striking the scaffolding and causing a collapse of the skimwall.

In order to avoid this danger, an enclosed wooden chute was constructed and placed in the smaller chamber by means of which checkerbricks from the larger chamber could be delivered to the floor of the smaller well or chamber without endangering the scaffolding or skimwall in the smaller chamber.

The chute was built by Gray Corporation and installed by both Gray Corporation and United States Steel; United States Steel supplied its own men and rigging equipment since Gray Corporation did not have any prior experience with chutes in the tearing out process nor did it have all the equipment necessary to do this particular job.

Prior to the presence of the chute, workmen who removed the brick from the smaller chamber did so from the outside of the smaller well through openings in the well. With the advent of the chute, plaintiff-carpenters were now required to enter the well in order to clean out the brick. Another feature of the chute was the necessity of lowering the chute and removing lower sections of it as the brick removal progressed downward from the top of the larger chamber.

On the day of the fatal accident, brick had accumulated on the floor of the smaller well to a height where it reached the mouth of the chute and required a removal of the lower section of the chute so as to allow more checkerbricks to fall freely. It was during the process of removing this section of the chute that checkerbrick which had clogged in the upper regions of the chute loosened and fell on the two carpenters. The chute also collapsed and fell.

In considering a motion for judgment n. o. v. we must consider the evidence and all reasonable inferences that can be drawn from that evidence in the light most favorable to the verdict winner. Hargrove v. Frommeyer and Co., (et al.), 229 Pa.Super. 298, 323 A.2d 300 (1974). The plaintiffs are entitled to all oral evidence supporting the verdict considered and all the rest rejected. Sorrentino v. [102]*102Graziano, 341 Pa. 113, 17 A.2d 373 (1941); Karam v. Pa. Power and Light Co., 205 Pa.Super. 318, 208 A.2d 876 (1965).

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Bluebook (online)
374 A.2d 1334, 248 Pa. Super. 95, 1977 Pa. Super. LEXIS 1950, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gonzalez-v-united-states-steel-corp-pasuperct-1977.