Rocha v. State

77 Misc. 2d 290, 352 N.Y.S.2d 990, 1974 N.Y. Misc. LEXIS 1126
CourtNew York Court of Claims
DecidedFebruary 22, 1974
DocketClaim No. 54574
StatusPublished
Cited by15 cases

This text of 77 Misc. 2d 290 (Rocha v. State) is published on Counsel Stack Legal Research, covering New York Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rocha v. State, 77 Misc. 2d 290, 352 N.Y.S.2d 990, 1974 N.Y. Misc. LEXIS 1126 (N.Y. Super. Ct. 1974).

Opinion

Frank iS. Bossetti, J.

Pursuant to an order of this court dated December 10, 1971, which order was affirmed by the Appellate Division, Third Department, claimants were granted [291]*291leave to file a late claim against the State of New York and same was duly filed on or about December 20, 1971.

On August 25, 1970, at about 9 :15 a.m., Adelino Bocha was involved in an accident while working on a 'bridge owned by the State of New York. As a result, he sustained severe and permanent injuries giving rise to this claim wherein damages in the total amount of $1,500,000 are sought. His wife, Maria Bocha, has joined in this action and seeks to recover damages for loss of services and consortium.

Adelino Bocha was employed as a laborer by the Mount Vernon Construction Company which was under contract with the State of New York to perform certain construction work on a bridge located in the Town of North Salem, Westchester County. The construction plans called for the widening of this existing bridge from two to three lanes in both directions and one phase of this operation involved removal of the curbing by means of pavement breakers (also called jackhammers). Prior thereto, steel I-beams were attached to the bridge abutments and a work platform was then erected between these beams. It extended about seven feet from the side of the bridge and some three feet below. This platform was constructed of softwood lumber consisting of seven-foot long planks (bearers) which rested upon the bottom flanges of the steel beams. Three-quarter-inch thick plywood was then placed on top of the planking to form the working platform.1 As the concrete curbing was removed by jackhammers, the broken pieces fell onto the platform. Simultaneously therewith, a work detail consisting of several laborers would follow along and, while standing on the platform, they shoveled the fallen concrete back upon the bridge deck for removal.

Mr. Bocha first reported to the job site on August 24, 1970 and on that day he was involved in breaking the concrete curb with a jackhammer while standing on the bridge deck. On the following day, in the early morning thereof, Mr. Bocha was instructed by his foreman to stand on the platform in order to shovel the fallen concrete back on the bridge. As he was engaged in this operation, one of the planks broke, causing the plywood covering to give way. This precipitated his fall to the roadway which was some 16 feet below.

During trial, testimony was received from one, Wallace Decker, employed by the New York State Bridge Authority as [292]*292an engineer. He- .was assigned to this construction project in order to observe the work and ‘1 to see that the contractor * * * complies with the plans and specifications as they were written ”. On August 24 and 25, he recalled seeing men walking up and down the platform and working thereon. Although he did not observe the accident, he arrived at the scene immediately thereafter and saw a “hole” in the platform which “went right down to the roadway underneath ” where “two men were lying”. Mr. Decker prepared an “Inspector’s Daily Report” which was received in evidence as claimants’ Exhibit 15. He noted therein that “ at approximately 9:15 a.m. this morning two laborers fell through the plank and plywood scaffolding on the mall side of [northbound] Bridge #4.” (Emphasis added.)

Prior to Mr. Decker’s testimony, the court received in evidence a “iStandard Accident Report” prepared by Bert E. Tompkins, employed by the New York State Department of Labor as an inspector. Mr. Tompkins was not called to testify; however, he was deposed at an examination before trial and portions of his testimony were read into the record. In substance, Mr. Tompkins stated that he was at the job site on August 25, 1970 in order to investigate an accident; that after his investigation he prepared an accident report in the regular course of his employment and deposited same with his supervisor in the Department of Labor. Parenthetically, it should be mentioned that Mr. Decker testified to seeing Mr. Tompkins at the accident scene “inspecting the lumber and timbers”. Mr. Tompkins ’ report reveals that the ‘ bearers showed visible physical damage, large knots and severe splits ’ ’ and were not uniformly spaced. He further reported that the plywood pieces did not overhang their end supports by at least 6 inches nor were they .securely fastened in place. As a result of his inspection, he issued corrective orders against the contractor for violations of subdivision (c) and paragraph (1) of subdivision (e) of section 23.12 of the Industrial Code. In effect, the contractor was ordered to:

“(1) Provide a substantial scaffold and/or work platform that will safely support at least 4 times the maximum weight that may be placed thereon for employees working on the bridge. 'Sufficient bracing shall be installed to prevent lateral movement. (Emphasis added.)
“(2) (Securely fasten in place all planking that does not overhang their end supports by at least 6 inches.” (See Exhibit 13 in evidence.)

[293]*293Former section 23.12 of the Industrial Code, above referred to, read as follows:

“ § 23.12 General provisions for all scaffolds * * * '
“(c) Scaffold structure. All scaffolding shall be so constructed as to bear four times the maximum weight required tó be dependent therefrom or placed thereon when in use (Labor Law, § 240, subd. 3). Such scaffolding shall be provided with all horizontal and diagonal bracing that may be necessary to prevent lateral movement * * "
“ (e) Planking. (1) Except on needle beam scaffolds, planks shall overhang their end supports not less than six inches nor more than 18 inches or they shall be fastened in place. Planks shall be laid tight and inclined planking shall be fastened in place.” (12 NYCRR 23.12 [see, now, 12 NYCRR Subpart 23-5].)

We further note, at this point, that Mr. Tompkins’ report indicates the cause of claimant’s injury to be “ working on an unsafe scaffold”. (Emphasis added.)

Claimants seek to impose liability against the State of New York by asserting a violation of section 240 of the Labor Law, as amended, which violation, it is urged, constitutes liability as a matter of law unrelated to negligence concepts. They also contend that the 'scaffold which collapsed was so negligently constructed as to create a violation of the Rules of the Board of Standards and Appeals as codified in Part 23 of the Industrial Code. (12 NYCRR Part 23.)2

In defense of this claim, the State raises two major points: (1) section 240 of the Labor Law is not applicable because the State, as owner, had no control, direction or supervision over claimant’s employer as to the method employed in the operation of the job; and (2) the sole purpose of the platform through which Mr. Rocha fell was to catch the cement as it was chipped from the sides of the bridge and, as such, it cannot be deemed ‘ ‘ scaffolding ’ ’ within the meaning of the Labor Law.

In dealing with the latter argument, generally speaking, a scaffold is a temporary structure of metal, timber, or boards designed for various purposes mainly for 'Supporting a workman in his work and material used by him (Wright v. Smith, 152 App. Div. 476; Caddy v. Interborough R. T. Co., 195 N. Y. [294]*294415).

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Bluebook (online)
77 Misc. 2d 290, 352 N.Y.S.2d 990, 1974 N.Y. Misc. LEXIS 1126, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rocha-v-state-nyclaimsct-1974.