State ex rel. Kenton Structural & Ornamental Iron Works, Inc. v. Industrial Commission

746 N.E.2d 1065, 91 Ohio St. 3d 411, 2001 Ohio LEXIS 1326
CourtOhio Supreme Court
DecidedMay 23, 2001
DocketNo. 99-1504
StatusPublished
Cited by2 cases

This text of 746 N.E.2d 1065 (State ex rel. Kenton Structural & Ornamental Iron Works, Inc. v. Industrial Commission) is published on Counsel Stack Legal Research, covering Ohio Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State ex rel. Kenton Structural & Ornamental Iron Works, Inc. v. Industrial Commission, 746 N.E.2d 1065, 91 Ohio St. 3d 411, 2001 Ohio LEXIS 1326 (Ohio 2001).

Opinion

Per Curiam.

In 1995, David A. Hastings, David W. Winters, and Jerry R. Hart worked for appellant, Kenton Structural & Ornamental Iron Works, Inc. (“Kenton”). On March 20, the men were moving large tubing frames from one part of the plant to another, using an overhead crane. One of the frames was composed of six-inch-by-six-inch segments of one-quarter-inch metal tubing. While estimates vary, the frame was approximately ten feet by fifteen feet by thirteen feet. It weighed 9,384 pounds.

Hart and Hastings selected two chains that had successfully moved similar loads just days earlier. The chains were three-eighths of an inch thick and six feet long. A four-inch-wide metal oval ring was attached to each end. The evidence is unclear as to exactly, how the chains were rigged to the frame, although the parties appear to agree that they were in a double sling configuration. Thus, the chains were not perpendicular to the load, but were hooked up at an angle. Co-worker Gregory L. Brown later indicated that this was normal procedure. The crane had lifted the frames slightly off the floor when one chain suddenly snapped. Instantly, the other chain snapped and the frame crashed to the ground, toppling onto Hastings. Hastings died at the scene.

An inspection of the site shortly after the accident recovered two broken chain links. One was the same size as links of the chain in question. The other was not.

After a workers’ compensation claim was allowed, appellee Stacie R. Hastings, David’s widow, applied for additional compensation, charging Kenton with several violations of specific safety requirements (“VSSR”). At a hearing before appellee Industrial Commission of Ohio, testimony focused on two topics: (1) the rated load capacity of the chains, and (2) a possible defect in one of the links. As to the former, steel industry consultant William W. Merrell testified that attached to one of the fatal chains was a manufacturer’s tag listing the lifting capacity at six thousand six hundred pounds. The other chain was assumed to be the same. Evidence also demonstrated that rigging chains at an angle reduces the chain’s lifting capacity. A chart entitled “Cam-Alloy Chain Sling Working Load Limits” revealed that chains used at a forty-five-degree angle could carry only seventy percent of the maximum working load limit. Merrell testified that this is a universal principle of physics that would apply regardless of the chain’s manufacturer.

[413]*413Merrell also stated that one of the chains, upon testing, was discovered to have a defective master link. He added that this defect could not be detected by mere visual inspection.

Among the findings made by the commission, two are relevant:

“2) 4121:1-5-15(0) requires all hoisting or haulage equipment [to] have a safety factor of no less than five. No violation of this section is found.

“Per the testimony of expert witness Mr. Merrell, chains used for hauling come from the manufacturer with a safety factor of five. Such a safety factor is required of this type of equipment^] as it is subject to abuse due to the nature of the work involved. Mr. Merrell further indicated [that] there was no reason to assume the chains involved in this accident came with a safety factor of less than five. There has been no evidence presented to indicate [that] the chains in question did not come with a safety factor of five.

“Mr. Merrell testified that after the accident he was able to inspect the chains involved and found that one of the broken links had a defect and thus probably did not meet the safety factor of five at the time of the accident. However, he went on to state [that] there would have been no way to detect this defect, even with close inspection, before the accident. * * * Per State ex rel. M.T.D. Products [Inc.] v. Stebbins (1975), 43 [Ohio St.2d] 114 [72 O.O.2d 63, 330 N.E.2d 904], there is no violation for a one time malfunction of safety equipment when such is not foreseeable. Mr. Merrell clearly indicates that there is no way the employer could have become aware of the defect before the accident.

(( % ^ ^

“3) 4121:l-5-15(A) requires equipment such as * * * hoisting or haulage lines * * * chains * * * and attachments used to handle material or equipment shall be used in accordance with the manufacturer’s recommendations. A violation of this section is found.

“Section (A) includes the use of chains as hoisting and haulage equipment. Both Winters and Hart state [that] chains were being used, and are what broke, at the time of the accident. * * * [T]he frame in question weighed 9,384 pounds. * * * Mr. Merrell testified [that] the manufacturer’s tags, one of which was still attached to one of the chains, showed the manufacturer’s ratings for the chains. He stated [that] both of the tags gave a rating of 6,600 pounds for each individual chain. * * * A rating of 6,600 pounds for each chain would amount to a total load limit rating of 13,200 per the previously noted OSHA note taking sheet and the report of BWC Investigator Garver. * * * A sketch in [the] file from Mr. Winters * * * and the previously noted OSHA reports indicate the chains were running at a 45 degree angle. * * * The Cam-Alloy Chain Sling Working Load Limits chart on file indicates that chains used at a 45 degree angle can carry only [414]*41470 percent of their maximum manufacturer’s recommended load capacity. * * * Mr. Merrell stated this part of the chart would be true of all manufacturers’ chains because it is based on physics.

“Based on the facts and evidence stated above it is found [that the two chains involved in the accident were each] being used at a 45 degree angle which reduced [their] capacity by 30 percent. Therefore, 6,600 [minus] 30 percent [equals] 4620. 4620 time[s] 2 [equals] 9,240 total manufacturer’s recommended load capacity for the chains as they were used at the time of the accident. Since the load that was being hoisted weighed 9,384 [pounds] it is found [that] the chains were not used in accordance with the manufacturer’s recommendations as they were used to hoist a load that exceeded the manufacturer’s rated load capacity. This violation was the direct cause of injury[,] as the breaking of the overloaded chains is what led to the hoisted load falling and ultimately hitting the decedent.

“Because of the extent and serious nature of the injuries involved in this case, the number of violations found by OSHA, and the fact [that] OSHA found a number of the violations to be serious, an additional award of compensation is granted to the widow claimant in the amount of 50 percent of the maximum weekly rate * *

Reconsideration was denied.

Kenton filed a complaint in mandamus in the Court of Appeals for Franklin County, alleging that the commission abused its discretion in assessing a VSSR. The court of appeals found the decision to be supported by “some evidence” and denied the writ.

This cause is now before this court on an appeal as of right.

Kenton makes four challenges to the VSSR award: (1) lack of “some evidence,” (2) internal inconsistencies, (3) unilateral decedent negligence, and (4) the award’s excessiveness. None of these challenges has merit.

1. “Some evidence”

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Bluebook (online)
746 N.E.2d 1065, 91 Ohio St. 3d 411, 2001 Ohio LEXIS 1326, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-kenton-structural-ornamental-iron-works-inc-v-industrial-ohio-2001.