Central Steel, Inc. v. Department Of Labor & Industries

Court of Appeals of Washington·Decided February 19, 2019·No. 77432-8·Unpublished

Opinion

IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON

CENTRAL STEEL, INC., A-

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DIVISION ONE • 751E, —ri

Appellant, rel r0e ,

No. 77432-8-1 (consol. with MR" -9 V. 77530-8-1)

3> TM

WASHINGTON STATE DEPARTMENT UNPUBLISHED OPINION to

OF LABOR AND INDUSTRIES,

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Respondent. FILED: February 19, 2019

DWYER, J. — Central Steel, Inc., appeals from a superior court order reinstating a citation issued by the Department of Labor and Industries pursuant to the Washington Industrial Safety and Health Act of 19731 (WISHA). The citation, alleging that Central Steel failed to properly guard protruding rebar as required by WAC 296-155-680(7)(a), was vacated by the Board of Industrial Insurance Appeals but was subsequently reinstated by the superior court. Because the Board based its decision to vacate the citation upon a misinterpretation of WAC 296-155-680(7)(a) and its findings of fact support a conclusion that Central Steel failed to properly guard all protruding rebar as required by the regulation, we affirm the superior court's order.

Central Steel, a steel construciiOn company, was hired as a subcontractor

I Ch. 49.17 RCW.

to build rebar walls for the Seattle Tunnel Project. In February 2015, Central Steel workers arrived on site to construct a rebar wall2 and discovered that there was vertically placed rebar exposed in the area underneath the wall on which they would be working. Recognizing that the exposed rebar posed an impalement hazard and that there were insufficient caps available to cover all of the exposed rebar dowels, the Central Steel foreperson instructed the workers to place rebar and wooden two-by-fours horizontally near the tops of the remaining exposed rebar dowels. This left at least a quarter to a half an inch of the top of the rebar dowels exposed.

After placing rebar and wooden two-by-fours horizontally near the tops of the exposed vertical rebar dowels, the Central Steel workers commenced building the rebar lattice wall. The work progressed smoothly until the workers were approximately 30 feet above the ground, at which point the rebar wall on which the workers were standing began to fail, resulting in both the workers and the rebar wall they had constructed falling backward and down to the ground below. One Central Steel worker sustained serious injuries, including a punctured lung, a damaged kidney, and broken ribs, but no worker was impaled on the vertically placed rebar dowels.

The Department sent an investigator to the construction site to investigate the collapse and resulting injuries. At the close of its investigation, the Department issued a citation to Central Steel for a serious safety violation of

2 Such a wall is constructed of rebar dowels formed into a lattice attached to a retaining wall, with workers standing upon the horizontal pieces of rebar in the lower part of the lattice to place higher pieces.

W1SHA regulations.3 The Department found that Central Steel had failed to protect its employees from the hazard of impalement as required by WAC 296- 155-680(7)(a):

The employer did not ensure that all protruding pieces of reinforcing bar were significantly protected with sufficient means to prevent the impalement of workers installing rebar curtain walls directly above the exposed bar. Five ironworkers were working from an elevated location, directly above exposed ends of #9 vertical reinforcing bars, installing horizontal members of a tie-in-place wall. The injuries that occur when a worker is impaled on rebar are serious and would require hospitalization and possibly result in serious permanent disability.

Central Steel requested review by the Board, which vacated the impalement hazard citation. In its decision, the Board explained that while some of the ends of exposed pieces of vertical rebar were covered, "others had pieces of rebar or wooden beams tied to the tops of the dowels, leaving approximately one-half to one-quarter inch of the dowel exposed." The Board concluded that placing wooden two-by-fours and rebar horizontally near the tops of exposed vertically placed rebar dowels was an acceptable method of eliminating the hazard of impalement because WAC 296-155-680(7)(a)"does not specify which methods are acceptable for eliminating the impalement hazard." The Board explained that the tying of wooden beams or pieces of rebar near the tops of exposed vertical rebar were methods "accepted within the industry as eliminating the risk of impalement." Thus, in finding of fact number three of its decision and order, the Board found that "[t]he employees of Central Steel eliminated the

3 The Department also issued a second citation, finding that Central Steel had failed to adequately reinforce the wall to prevent its collapse in violation of WAC 296-155-680(7)(c). However, the second citation is not at issue in this appeal.

impalement hazard created by exposed dowels at their worksite by replacing rebar caps on the exposed dowels or by tying wooden beams or pieces of rebar near the top of the exposed dowels." As a result, the Board concluded that Central Steel did not violate WAC 296-155-680(7)(a).

On judicial review, the superior court reversed the Board's decision and reinstated the citation. The court ruled that the Board committed legal error by concluding that WAC 296-155-680(7)(a)"[did] not specify which methods are acceptable for eliminating the impalement hazard." Explaining that the WAC incorporates by reference the American National Standards Institute's (ANSI) Safety Requirements for Concrete and Masonry Work, the court analyzed the 2013 version of those requirements and held that the "regulation is unambiguous and clear: every tip of every piece of rebar onto which an employee may fall must be 'covered." Thus, the court reinstated the citation because the Board had explicitly found that some of the exposed rebar had tips that were not covered. Central Steel appeals.

II

Central Steel contends that the citation it received for failing to properly guard exposed rebar was properly vacated by the Board because:(1) WAC 296- 155-680(7)(a) does not specify the manner in which employers are required to eliminate the hazard of impalement posed by exposed rebar, and (2) the Board's findings of fact and conclusions of law are supported by the record. We disagree.

A

WISHA governs our review of a Board decision. RCW 49.17.150(1). We review the Board's decision based on the record before the Board. Potelco, Inc. v. Den't of Labor & Indus., 194 Wn. App. 428, 434, 377 P.3d 251 (2016)(citing Mowat Constr. Co. v. Dep't of Labor & Indus., 148 Wn. App. 920, 925, 201 P.3d 407 (2009)). The Board's findings of fact are conclusive if they are supported by substantial evidence. Mowat, 148 Wn. App. at 925. Substantial evidence is evidence sufficient to convince a fair-minded person of the truth of the matter asserted. Potelco, 194 Wn. App. at 434 (citing Mowat, 148 Wn. App. at 925). If the Board's findings are supported by substantial evidence, we review whether those findings support the Board's conclusions of law. Erection Co. v. Dep't of Labor & Indus., 160 Wn. App. 194, 202, 248 P.3d 1085 (2011).

The primary issue in this appeal is whether the Board correctly interpreted WAC 296-155-680(7)(a). Central Steel asserts that the Board's interpretation is correct. The Department asserts that the Board was wrong to rule that the regulation "does not specify which methods are acceptable for eliminating the impalement hazard." Therefore, the Department asserts, the Board committed legal error when it held that Central Steel did not violate WAC 296-155-680(7)(a). The Department has the better argument.

We review the Board's interpretation of WISHA regulations de novo.

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