Nicewarner v. Kaiser Steel Corp.

143 Cal. App. 3d 31, 191 Cal. Rptr. 522, 143 Cal. App. 2d 31, 1983 Cal. App. LEXIS 1731
CourtCalifornia Court of Appeal
DecidedMay 17, 1983
DocketCiv. 27599
StatusPublished
Cited by8 cases

This text of 143 Cal. App. 3d 31 (Nicewarner v. Kaiser Steel Corp.) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Nicewarner v. Kaiser Steel Corp., 143 Cal. App. 3d 31, 191 Cal. Rptr. 522, 143 Cal. App. 2d 31, 1983 Cal. App. LEXIS 1731 (Cal. Ct. App. 1983).

Opinion

Opinion

MCDANIEL, J.

This appeal presents for review the propriety of the trial court’s granting of defendant Kaiser Steel Corporation’s motion for summary *33 judgment. Plaintiff James Nicewarner, an employee of defendant, was injured on the job and received workers’ compensation benefits. Nevertheless, he proceeded to file a regular civil action against his employer, seeking money damages under the so-called dual capacity exception to the exclusive remedy principle applicable to workers’ casualty claims against their employers.

We share the trial court’s view that there were no disputed issues of material fact presented at the time the motion was considered, and that such facts, as a matter of law, did not provide the occasion to invoke the dual capacity exception noted. We shall therefore affirm the judgment in favor of defendant.

Proceedings in the Trial Court

After plaintiff’s workers’ compensation claim against his employer had been adjusted by plaintiff’s receipt of benefits in excess of $65,000, he filed a plenary civil action against his employer seeking to recover additional damages. In plaintiff’s original complaint he alleged that on a particular day Kaiser Steel was constructing an oxygenator facility at its Fontana plant, and that he, plaintiff, was a Kaiser employee, “acting within the course and scope of his employment, and engaged in the performance of his duties” at the oxygenator construction site. The complaint further alleged that Kaiser Steel had not provided adequate safety measures at the construction site and that, as a result, he fell from the structure and was injured.

Later plaintiff filed an amended complaint adding four counts. They were for negligence, strict products liability, and for breach of express and implied warranties for fitness in Kaiser Steel’s design and manufacture of the steel beams used to construct the oxygenator facility. In each count plaintiff alleged in particular, because of his employer’s negligence, that he was caused to fall and thereby to suffer severe personal injuries.

In its answer, defendant included as an affirmative defense that plaintiff’s exclusive remedy for any injuries he had suffered lay in recourse to the workers’ compensation law.

Defendant later moved for summary judgment. The motion was supported by three declarations. The declarants included Harlan A. Polk, a retired safety engineer formerly employed by Kaiser, Gerry C. Robb, an engineering manager employed by Kaiser, and Michael L. Dufek, a workers’ compensation administrator employed by Kaiser.

The construction of the oxygenator facility above noted required in the first instance the erection of a structural steel framework which involved the joining together of horizontal and diagonal steel beams with vertical columns.

*34 Plaintiff was employed directly in connection with this effort. Just before his fall he was standing on a horizontal beam which was held in place by diagonal braces. It had not been bolted or welded to the adjoining vertical columns. Plaintiff had tied his safety line around the horizontal beam, notwithstanding that it was not permanently anchored in place. Plaintiff then made an attempt to fasten a diagonal to a horizontal beam which was resting on a seat connection. Just before his fall, plaintiff stepped to a position on a vertical column and failed to disconnect his safety line from the horizontal beam to which it was secured. The horizontal beam, which had become dislodged from its resting place by the earlier effort, fell 15 feet to the ground pulling plaintiff with it because of his safety line connection.

In the exact language of Mr. Polk, “Mr. Nicewarner clearly was in the process of connecting this configuration by making a connection between the diagonals and the horizontal beam and ultimately with the purpose of connecting the horizontal beam to the columns; [¶] The beam and diagonals were designed to provide structural support to the building, and the beam was also designed to provide support for flooring and planking[.]”

The declaration of Mr. Robb, among other things, states that “The unit beam in question was fabricated by the fabricated products division of Kaiser Steel Corporation, for Kaiser Steel Corporation’s own use in the construction of Kaiser Steel Corporation’s basic oxygen furnace facility; [f] The unit beam was fabricated specifically for this particular job on a special order basis, and was not made for sale to, nor were they sold to, members of the general public.”

His declaration also states that “all of the columns, beams, diagonals, and in particular, the unit beam in question, were fabricated according to detail drawings approved by Kaiser Engineers; [1] These particular steel members were fabricated from plates; [If] These structural steel members were fabricated to special call; [1] They were not structural steel members readily available in a stockpile situation[.]”

In his opposition to the motion for summary judgment plaintiff marshalled an extensive array of discovery aimed at demonstrating that the horizontal beam which fell was not unique in that it was generally of a size and design regularly fabricated by defendant and stockpiled for sale to the public.

In the course of this discovery, defendant admitted that both welded beams (the type which fell) and bolted beams (the type which contain erector holes) are routinely fabricated for use in steel structures sold by them to the public. However, it is defendant’s position in effect, that the claimed defect, i.e., the absence of erector holes in the horizontal beam, could not exist in a vacuum. In its response to plaintiff’s interrogatories, defendant stated: “No single connec *35 tion method is appropriate for all situations . . . The connection method specified is that which is appropriate for the specific combination of loads and stresses at that point in the structure and the configuration of the members [i.e., beams] involved.”

Plaintiff did not dispute defendant’s claim that its product consists of custom-made beams fabricated for use in unique steel structures sold to the public. Nor did plaintiff attempt to show that such steel structures generally contain the same combination of loads, stresses and beams which led to his injuries. Nor, significantly, did plaintiff show that the alleged defect posed a similar risk of injury to members of the general public.

With the aforementioned showings before it, the trial court granted the defendant’s motion for summary judgment.

Plaintiff’s motion for reconsideration was granted, but the motion for summary judgment was again granted on its merits. This appeal followed.

Discussion

In reviewing the propriety of the granting of a motion for summary judgment, the applicable guidelines are well established and are frequently stated. We have had several recent occasions to review such cases. In Golden West Broadcasters, Inc. v. Superior Court (1981) 114 Cal.App.3d 947 [171 Cal.Rptr. 95], we said, “In approaching such a decision the trial court is guided by well settled and clearly defined rules.

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Cite This Page — Counsel Stack

Bluebook (online)
143 Cal. App. 3d 31, 191 Cal. Rptr. 522, 143 Cal. App. 2d 31, 1983 Cal. App. LEXIS 1731, Counsel Stack Legal Research, https://law.counselstack.com/opinion/nicewarner-v-kaiser-steel-corp-calctapp-1983.