Scheider v. American Bridge Co.

78 A.D. 163
Appellate Division of the Supreme Court of the State of New York·Decided July 1, 1903·Published·Cited by 3 cases

Opinion

Hatch, J.:

This action was brought to recover damages for negligence in causing the death of plaintiff’s intestate. The defendant was engaged in erecting the iron framework of a power house for the Manhattan Railway Company on the north side of Seventy-fourth street near Avenue A in Hew York city. The deceased was walking in an easterly direction on the south side of Seventy-fourth street, opposite the place where defendant was erecting the framework, when he was struck on the head and instantly crushed to death by the falling of an iron column about seventy-four feet in length and weighing about ten tons.

The place where the deceased was walking at the time of the accident was a public street, and he was lawfully thereon. The defendant admits that the question of contributory negligence of the deceased was properly submitted to the jury, and that their finding upon that point cannot be disturbed. The questions, therefore, presented upon this appeal are confined to defendant’s negligence and to certain exceptions taken to the admission of evidence over the defendant’s objections.

At the moment of the accident the defendant was engaged in lifting a steel column seventy-four feet in length and weighing [165]*165about ten tons, for the purpose of placing it in an upright position with its base resting in the basement of the power house. Several of these columns had already been placed in position. This work was done by the use of a steel gin pole, consisting of an upright, mast sixty-five feet high and weighing 1,100 pounds, made of opem lattice work, broader in the middle, tapering towards both ends and) standing upon wooden supports. It had no boom or arms and it was, therefore, necessary in using it to lift these columns to shift the gin pole each time, so as to bring it directly in front of the column to be lifted. The gin pole and the ropes and tackles upon it had been used in lifting eight other columns already erected. At the time of the accident the gin pole stood at a point in the excavar tion immediately opposite where the column lay in the gutter on the north side of Seventy-fourth street and distant therefrom about seventeen feet. It was held in position by three guy ropes, one running due east, another due west and one due north. It also had a headline, used to keep it from falling backward after the weight, had been taken off; The east and west guy ropes consisted of a double set of falls of four strands of rope and ran down from the top of the gin pole due east and west where they were anchored at-the ground. The rear guy rope, upon which it was shown the entire strain of lifting fell, for seventy-five feet, consisted of a double set of falls similar to the easterly and westerly guy ropes. These double falls terminated in a hook, to which was fastened a single hempen manila rope one and one-half inches in diameter called a pennant line, which ran back the remaining distance to the anchorage. This single pennant line was wrapped twice around an iron girder riveted between two upright columns at a height of about fifty feet above the ground. At the place where the rope was wrapped around the girder there was a plate with flanges above and below, making four sharp edges. With this apparatus the defendant attempted to lift the column from out of the gutter over a fire hydrant and lower it into the basement of the building. As the gin pole stood about seventeen feet north of where the column lay, it was necessary in order to keep it from striking the hydrant to raise it vertically. This was done by attaching another set of falls to the column, being lifted at a point about where the lifting falls were attached and by having this extra set of falls [166]*166fastened to another column lying in the street toward the south side thereof in order to pull the rising column in an opposite direction from the gin pole, and thereby a greater strain was imposed upon the rear guy ropes. The gin pole inclined slightly toward the street. Power to raise the column was imparted from an engine. By the order of the defendant’s foreman the engineer started the engine and the column began to rise. At this moment it was discovered that the guy ropes were slack, the engineer was directed to stop and the east and west guys were tightened. There was a dispute among the various witnesses as to whether the rear guy rope was slack or not, whether it was tightened or not; if it was slack it would allow the gin pole to incline forward. After the slack of the guy ropes had been taken in the engineer again started the engine, and when the column had reached about the top of the fire hydrant the rear guy rope or pennant parted. The gin pole, thus deprived of its support and with the heavy weight attached to it, toppled over towards the south side of Seventy-fourth street. In falling the east guy rope struck the next standing column to the east, which had been erected that morning but was not yet securely fastened, causing that column to fall over toward the south side of Seventy-fourth street. It fell, clear across the sidewalk on the ¡south side of Seventy-fourth street, and in its fall struck the intestate, who was running to get out of danger.

There was a sharp dispute in the testimony as to whether the pennant line, which was wound around the iron girder, was protected from being cut upon the sharp edges of the iron. The testimony upon the part of the plaintiff tended to establish that there was no such protection, and that at the place where the rope parted it presented the appearance of having been cut as with an axe. It was a sharp clean cut, and the jury were authorized to find from the testimony of the witnesses for the plaintiff who spoke upon this subject that the rope was cut upon the edges of the iron. Upon the part of the defendant proof was given tending to establish that this iron girder was wrapped around with canvas and the rope wound around the girder over the canvas so as to prevent cutting, and that the rope did not part where it was wrapped around the girder, but some distance beyond, between the hook and the girder. The issues thus presented by the testimony were carefully submitted [167]*167to the jury in an unexceptionable charge, and the jury were authorized to find that the falling of the derrick was occasioned by the cutting of the pennant rope upon the edges of the iron girder where it was wrapped around. It cannot be doubted but that the jury were authorized to take into consideration the enormous strain upon this rope and to conclude that it was an act of negligence in wrapping the rope around the girder in such manner that it would be-brought in contact with the sharp edges of the girder. Indeed the proof upon the part of the defendant recognized such fact. Its testimony shows that it deemed it necessary to protect the rope when so wrapped around the girder with the canvas, as it recognized that the strain upon the rope against the unprotected edges of the iron girder might sever it. If, therefore, it wound it around without protection, it was clearly a negligent act. Whether the canvas was upon the girder or not was a question in serious dispute, and upon conflicting proof the jury found in favor of the plaintiff. It must be held, therefore, upon this appeal that the plaintiff successfully bore the burden of establishing negligence upon the part of the defendant, the results of which produced the injuries.

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Scheider v. American Bridge Co., 78 A.D. 163 (N.Y. Ct. App. 1903).

78 A.D. 163 (Scheider v. American Bridge Co.) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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