John Giguere v. United States Steel Corporation, a Corporation

262 F.2d 189
CourtCourt of Appeals for the Seventh Circuit
DecidedApril 8, 1959
Docket12460_1
StatusPublished
Cited by5 cases

This text of 262 F.2d 189 (John Giguere v. United States Steel Corporation, a Corporation) is published on Counsel Stack Legal Research, covering Court of Appeals for the Seventh Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
John Giguere v. United States Steel Corporation, a Corporation, 262 F.2d 189 (7th Cir. 1959).

Opinion

DUFFY, Chief Judge.

This is an action for damages for personal injuries, jurisdiction being based on diversity of citizenship. Plaintiff was severely injured by a falling timber on March 12, 1957, while employed as a carpenter by Sumner Sollitt Company in the erection of a building in the city of Chicago. The Sumner Sollitt Company had been engaged to do the concrete and carpenter work on the building, and the American Bridge Division of United States Steel Corporation (hereinafter called “American Bridge”) was engaged to erect the structural steel for the building.

Count I of the complaint charged liability under the Illinois Structural Work Law (Ill.Rev.Stat.1957, Ch. 48, Secs. 60-69). Count II charged common law negligence. Count III relied on the doctrine of res ipsa loquitur, but this count was withdrawn at the close of plaintiff’s case.

By answer to special interrogatories which were submitted with the general verdict, the jury found the defendant not guilty of violation of the Structural Work Law and not guilty of negligence in the operation of its crane. However, the jury found defendant negligent by a) carelessly and negligently allowing the block to remain insecure and unfastened to the overhead iron beam; b) carelessly and negligently failing to keep a proper look-out for persons working below defendant’s operation; c) carelessly and negligently dropping a heavy wooden timber on the plaintiff; and d) carelessly and negligently failing to warn the plaintiff concerning the dangers he was subjected to. The jury found also that the plaintiff was exercising. reasonable care for his own safety, and assessed his damages at $175,-000.00.

By March 12, 1957, the steel for two floors of the new building had been erected above the basement level, and an *191 American Bridge crew was laying planks between the horizontal I-beams slightly above ground level so as to provide temporary flooring. The outer horizontal beams at this level were twelve inches below the next row of beams. In order to provide a level resting place for the temporary flooring planks, 12" x 12" x 25' timbers were to be wired in place on the outer steel beams.

Immediately after lunch on the day in question, an American Bridge crew with Durante as foreman, had secured one such timber in the bay immediately east of the bay where the accident occurred. They then began to place the timber in the second bay, and this was the timber which fell and injured the plaintiff.

At the basement level in the second bay, a shoring timber holding in place the sheet piling which served as a temporary wall of the excavation, interfered with the proper placing of an I-beam, and it was decided to cut a notch in the timber so that the steel beam might be moved and bolted into place. Notching the timber was the work of the contractor, Sumner Sollitt. Sometime before March 12, Haney, the American Bridge superintendent, asked Peterson, the superintendent for Sumner Sollitt, to have the timber notched. On March 12, Peterson told Haney to confer with Smith who was Sumner Sollitt’s carpenter foreman. Smith met with Haney in the sub-basement about 1:30 p. m. and Haney pointed out the timber which he wanted notched. Smith marked the timber to show where the cut should be made. Smith then called to plaintiff, one of his carpenters, and directed him to cut the timber. Plaintiff got up on a small ladder and started sawing the timber in order to make the desired notch. Smith and Haney walked away.

As the American Bridge crew was about to place the second timber on the nine inch wide steel beam, Durante testified he looked but saw no one working below. He hooked a wire sling or choker around the timber. A choker is a piece of steel cable, six to eight feet long with a loop or eye at each end. By placing the cable around the timber and passing one eye through the other and hooking it to the crane hook, a slip knot is created, and the timber can then be moved by the crane.

Two employees, Morgan and Biskner, were part of the American Bridge crew. Durante swung one end of the timber to Morgan and the other end to Biskner, and the timber was then lowered into place on the steel beam. The usual method of securing a timber to the beam was to pass several strands of wire three or four times around the timber and beam, loosely at first, so as to permit the timber to be lifted enough so the choker could be detached. The procedure then was to tighten the wires by twisting them.

Just before the accident occurred, Biskner had loosely looped a strand of wire three times around the timber and beam. This was done about four feet from his end of the timber. He also looped another wire near the middle of the timber and then unhooked the choker. Morgan, at the west end of the timber, was looping his wire around the timber and beam for the third time when Witt, another member of the American Bridge crew, carrying a heavy plank which was to be laid across the bay, stepped on the west end of the timber behind Morgan. As he did so, this end of the timber swung to the street side and fell, that end first, into the excavation and struck plaintiff. Witt also fell and was injured. Biskner and Morgan who were sitting on the timber at the time it fell were able to grab the crane hook and the beam respectively and thus avoided falling.

The testimony of plaintiff was not available at the trial because the blow on the head which he received when the beam fell resulted in the development of retrograde amnesia, and he could recall nothing that happened during a period from five days before the accident until he regained consciousness at the hospital.

Morgan testified that he saw plaintiff working below when his crew was ready to lift the timber from the ground. He- *192 claims he hollered “Watch out below,” which “we always do when we bring something over.” Morgan admitted he didn’t look to see if plaintiff moved after the alleged warning, and, in fact, he did not see plaintiff again until after he was injured. Biskner testified he did not see plaintiff and didn’t know he was working below.

The errors relied on arise from rulings denying defendant’s motions for directed verdict and for judgment notwithstanding the verdict and, under the alternative motion for a new trial, in the admission of evidence and in the manner of submission of the issues to the jury.

We need not consider the claim that defendant violated the Illinois Structural Work Law or that defendant was negligent in the operation of the crane. By answer to special interrogatories, the jury found for the defendant on these issues.

The jury found defendant carelessly and negligently allowed the timber (block) to remain insecure and unfastened to the overhead beam. The record contains substantial evidence that the timber was insecure at the time Witt stepped thereon. Defendant makes the point that it did not allow the timber to remain insecure. The word “remain” is a relative term. There was evidence that the timber was placed on the beam at a time when the crew had insufficient wire on hand to properly secure the timber. It is a fair inference that defendant intended the timber to remain in that position until more wire arrived. The jury’s answer to interrogatory No. 3(2) cannot be disturbed.

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Bluebook (online)
262 F.2d 189, Counsel Stack Legal Research, https://law.counselstack.com/opinion/john-giguere-v-united-states-steel-corporation-a-corporation-ca7-1959.