Gonzalez v. United States Steel Corp.

398 A.2d 1378, 484 Pa. 277, 1979 Pa. LEXIS 494
CourtSupreme Court of Pennsylvania
DecidedMarch 16, 1979
Docket239-242
StatusPublished
Cited by83 cases

This text of 398 A.2d 1378 (Gonzalez v. United States Steel Corp.) is published on Counsel Stack Legal Research, covering Supreme 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., 398 A.2d 1378, 484 Pa. 277, 1979 Pa. LEXIS 494 (Pa. 1979).

Opinions

OPINION OF THE COURT

ROBERTS, Justice.

Cases involving less than two of the exceptions to the general rule that “the employer of an independent contractor is not liable for physical harm caused to another by an [281]*281act or omission of the contractor or his servants,” Restatement (Second) of Torts § 409 (1965), are, in the words of Dean Prosser, “comparatively rare.”1 By Dean Prosser’s standard, this is not a rare case.

I. Background

United States Steel Corporation hired an independent contractor, Edward Gray Corporation, to “tear out” deteriorating bricks inside the Number 4 blast furnace at U.S. Steel’s Duquesne plant. One Gray employee, Vincent Cardillo, was injured and another Gray employee, Candido Gonzalez, was killed in an accident on the job site. Cardillo and the administratrix of the estate of Gonzalez filed separate complaints against U.S. Steel in the Court of Common Pleas of Allegheny County. Cardillo alleged U.S. Steel’s negligence caused his injury, and the administratrix claimed U.S. Steel’s negligence caused Gonzalez’s death. U.S. Steel denied each plaintiff’s allegations of negligence and joined Gray as an additional defendant in each case. The court of common pleas consolidated the cases and the parties presented their evidence to a jury. The jury returned verdicts in favor of plaintiffs, and against both U.S. Steel and Gray. The court of common pleas denied U.S. Steel’s motions for judgment notwithstanding the verdicts and for a new trial. (Gray did not challenge the jury’s verdicts.) U.S. Steel appealed to the Superior Court. The Superior Court unanimously upheld the denial of U.S. Steel’s motions for judgment n. o. v., and a majority granted U.S. Steel a new trial. Both U.S. Steel and plaintiffs petitioned for allowance of appeal, and this Court granted both petitions.2

The Duquesne plant’s Number 4 blast furnace has four stoves as components. Each stove is approximately 110 feet high and cylindrical. Inside each stove are two adjacent vertical chambers of different widths. The wider of the [282]*282two, known as the “checker chamber,” is lined with special, heat-retaining “checker bricks.” The other chamber, the “well,” is lined with a material called “skimwall.” Persons may enter the bottom of the well through one of two hatches.

U.S. Steel hired Gray to tear out, from the Number 4 blast furnace stoves, “approximately ten feet” of deteriorating checker bricks at the top of each checker chamber and twenty feet of deteriorating skimwall at the bottom of each well. Gray specialized in brick removal and was not hired to install new bricks. U.S. Steel and Gray signed a contract supplied by U.S. Steel which contains a printed provision that “[t]he safety of all persons employed by contractor . shall be the sole responsibility of contractor” and a provision that “[cjontractor shall take all reasonable measures and precautions at all times to prevent injuries to or the death of any of his employees . . . .” The contract incorporates several sets of “owner’s specifications.” One set includes a typed clause stating that “[tjhe contractor shall provide and maintain all required barricades, planks, handrails, lanterns, warning signs and everything necessary for the safe and proper conduct of the work and for the protection of all equipment, property, Contractor’s employees, Purchaser’s employees and all other equipment.” Another set contains a typed clause stating that “[cjontractor shall equip work covered by this contract with all proper safety devices for the protection of workmen. . . . ”

U.S. Steel shut down the furnace and Gray began work on the stoves. In the Number 3 stove, as in the others, Gray first tore out checker bricks from the top of the chamber and then threw the bricks into the adjacent well. Discarded bricks accumulated at the bottom of the well. Gray workers entered the well through a hatch and carted out the discarded bricks. Gray removed approximately ten feet of bricks from the top of the checker chamber of the Number 3 stove. It then shifted its efforts to the skimwall at the bottom of the well. Before removing any skimwall, Gray installed scaffolding to support skimwall that would not be removed. Gray then removed about twenty feet of skimwall.

[283]*283Another contractor, Pittsburgh Pipe, had been hired by U.S. Steel to “rod” the checker bricks remaining in each of the four stoves.3 Checker bricks are “rodded” by inserting steel rods in the holes of checker bricks at the bottom of the chamber and driving the rods by machine up through remaining checker bricks. The steel rods clear the brick holes of accumulated materials. If rods cannot be driven through all the remaining checker bricks,, it becomes necessary to tear out additional checker bricks.

After Pittsburgh Pipe rodded the remaining checker bricks in the Number 3 stove, it was determined that Gray would have to remove more checker bricks. In order to remove more checker bricks at this stage of the work, an eighty foot wooden chute was installed in the well to funnel discarded checker bricks away from both remaining skim-wall and its temporary supporting structure. U.S. Steel directed Gray “as to the amount of checker bricks to be torn out of the No. 3 stove after the initial ten feet of checker bricks had been torn out.”4 As Gray removed the additional bricks, torn out bricks accumulated at the bottom of the well, causing the bottom of the eighty foot chute to become embedded in checker bricks.

To permit additional accumulation of discarded checker brick, Gray ordered its employees to dismantle the bottom portion of the chute. Cardillo and Gonzalez entered the well to do so. They partially dismantled the bottom portion of the chute and discovered that the upper portion of the chute was clogged with discarded bricks. The chute collapsed, killing Gonzalez and injuring Cardillo.

Plaintiffs presented evidence in support of two theories of liability under the Restatement (Second) of Torts §§ 410 and 413, two exceptions to the general rule of Section 409. In support of their theory of liability under Section 410, plaintiffs argued that U.S. Steel negligently ordered dangerous [284]*284tear out work.5 On their theory under Section 413, plaintiffs argued that U.S. Steel took inadequate special precautions to protect plaintiffs from the peculiar unreasonable risks of harm inherent in non-negligently performed tear out work.6 Section 410 and Section 413 differ in that Section 410 addresses liability where the employer is negligent in the orders he gives the independent contractor, while Section 413 imposes liability where an employer fails to provide for the taking of special precautions against “peculiar unreasonable risks,” created irrespective of negligence.

Section 413

“is concerned with special risks, peculiar to the work to be done, and arising out of its character, or out of the place where it is to be done, against which a reasonable man would recognize the necessity of taking special precautions. The situation is one in which a risk is created which is not a normal, routine matter of customary human activity, such as driving an automobile, but is rather a special danger to those in the vicinity, arising out of the particular situation created, and calling for special precautions.

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Bluebook (online)
398 A.2d 1378, 484 Pa. 277, 1979 Pa. LEXIS 494, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gonzalez-v-united-states-steel-corp-pa-1979.