Staskal v. WAUSAU GENERAL INS. CO.

2005 WI App 216, 706 N.W.2d 311, 287 Wis. 2d 511, 2005 Wisc. App. LEXIS 762
CourtCourt of Appeals of Wisconsin
DecidedSeptember 1, 2005
Docket2004AP663
StatusPublished
Cited by8 cases

This text of 2005 WI App 216 (Staskal v. WAUSAU GENERAL INS. CO.) is published on Counsel Stack Legal Research, covering Court of Appeals of Wisconsin primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Staskal v. WAUSAU GENERAL INS. CO., 2005 WI App 216, 706 N.W.2d 311, 287 Wis. 2d 511, 2005 Wisc. App. LEXIS 762 (Wis. Ct. App. 2005).

Opinion

VERGERONT, J.

¶ 1. This action arises out of the collapse of two sections of concrete form work that occurred while concrete was being poured to form the fourth floor of the University of Wisconsin-Madison pharmacy building. Terry Staskal, a construction worker employed by the general contractor, Kraemer Brothers, LLC, was seriously injured. He and his wife sued the manufacturer of the concrete forming system, Symons Corporation and its insurers, seeking compensatory and punitive damages. The jury found both Kraemer and Symons causally negligent, apportioning 80% to Symons, and found Symons liable on the products liability claim. The jury awarded Staskal $8,821,610.13 in compensatory damages, $500,000 to his wife, and $15,000,000 punitive damages against Symons. Symons appeals, contending: (1) the circuit court erred in excluding the OSHA 1 report and related documents; (2) the compensatory damages were perverse and excessive; (3) there was insufficient evidence for the punitive damages claim to go to the jury; (4) the circuit court erred in its ruling on the admissibility of evidence of Symons's insurance coverage; (5) the amount of punitive damages is excessive and therefore *519 violates Symons's right to due process; and (6) Symons is entitled to a new trial under Wis. Stat. § 752.35 (2003-04). 2

¶ 2. We conclude: (1) the circuit court properly exercised its discretion in excluding the OSHA report and related documents; (2) the award of compensatory damages is not perverse or excessive; (3) under the standard established in Wischer v. Mitsubishi Heavy Industries America, Inc., 2005 WI 26, 279 Wis. 2d 4, 694 N.W.2d 320, and Strenke v. Hogner, 2005 WI 25, 279 Wis. 2d 52, 694 N.W.2d 296, the evidence was sufficient for the punitive damages claim to go to the jury; (4) the circuit court did not err in its ruling on Symons's insurance coverage; (5) the amount of punitive damages does not violate Symons's right to due process; and (6) we decline to award a new trial under Wis. Stat. § 752.35. Accordingly, we affirm.

BACKGROUND

¶ 3. The concrete forming system manufactured by Symons consists of aluminum trusses supported by adjustable legs. Plywood and forms provided by the contractor are placed on top of the trusses to make a table upon which concrete is poured to form the floors. Symons provides the contractors with plans for the assembly and use of the system. Each floor is poured in sections between concrete columns that are cast before the floors are poured. After the concrete is hardened it becomes the foundation; the trusses are then "flown" by crane to the next level, where the process is repeated.

¶ 4. The standard adjustable leg specified for the system is composed of a single steel tube with a screw *520 jack at the bottom that has an 8"xl0" base (standard base). The screw jack allows adjustment of the height of the leg up to a maximum of twelve feet. On this project, Symons specified two-piece legs in order to achieve a greater height — sixteen feet on the first three floors of the building and eighteen feet on the fourth floor. The two-piece legs consist of two pieces of steel tube joined by two screw jack-end plates bolted back to back. We will refer to the connecting assembly on the two-piece leg as the "knuckle."

¶ 5. The accident occurred when a section of the fourth floor collapsed while the cement for another section of that floor was being poured. Staskal was pinned under the nibble for three-and-a-quarter hours before being extricated. He sustained severe physical injuries and suffered post-traumatic stress syndrome.

¶ 6. The cause of the collapse was disputed at trial. Staskal's engineering expert, Dr. Howard Hill, testified that the accident occurred because the two-piece legs had inadequate capacity to carry the load of the system. The legs, he testified, did not provide anywhere near the capacity that the applicable minimum standards required. Dr. Hill opined that the legs needed bracing to give them adequate capacity, and he referred to Symons's engineering manual that showed both cross-bracing of the leg on the sides with two-inch by eight-inch elements and a wide-base jackstand, which has a larger base than the standard base as well as four support pieces. When bracing is needed to make the legs safe, Dr. Hill testified, it is a key structural element and must be included in the plans given the contractor, but it was not included in the plans given Kraemer. In Dr. Hill's opinion the two-piece legs without bracing was a defective design that was unreasonably dangerous, and in providing Kraemer these legs *521 without specifying adequate bracing, Symons's conduct did not meet the standard of care.

¶ 7. Symons's engineering expert, Dr. William Corley, agreed that the two-piece legs were not adequately braced, but he did not agree that caused the collapse. In his opinion the collapse was caused by changes Kraemer made in the configuration of the legs without Symons's approval, such that one leg was placed on an I-beam spanning a hole in the third floor. In Dr. Corley's opinion, Kraemer's failure to secure the leg to the beam to make sure it was centered on the beam and its failure to reinforce the beam's web (the vertical piece of the beam between the top and bottom horizontal pieces, which are called flanges) caused the beam web to bend and the leg to lose capacity, triggering the collapse.

ANALYSIS

I. Exclusion of OSHA Report

¶ 8. Dr. Hsiang-Jen Yen of OSHA investigated the collapse. In his report he concluded that the following factors caused the collapse: Kraemer failed to properly brace the beam and the load was eccentrically placed; the top flange could not resist the applied load and slanted away from its horizontal position; and the leg slipped off the flange. OSHA cited Kraemer with four "serious" violations of the Occupational Safety and Health Act: requiring employees to walk under form-work while it was being loaded; inadequate protection from falls; changing Symons's plans without approval from a qualified designer; and use of the beam, which was not capable of supporting the maximum intended load. Kraemer contested the citations and eventually entered into a settlement agreement with OSHA. The *522 agreement eliminated the second and third violations, reduced the monetary penalties for the first and fourth violations, reclassified the fourth to an "other than serious" violation, and redefined the fourth violation without reference to the beam: "The .. . Form System, which was not designed by the employer [Kraemer] was not capable of supporting the maximum load at the floor opening of Column E6 on the third floor."

¶ 9.

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Bluebook (online)
2005 WI App 216, 706 N.W.2d 311, 287 Wis. 2d 511, 2005 Wisc. App. LEXIS 762, Counsel Stack Legal Research, https://law.counselstack.com/opinion/staskal-v-wausau-general-ins-co-wisctapp-2005.