Converse Bridge Co. v. Grizzle

119 Tenn. 683
CourtTennessee Supreme Court
DecidedSeptember 15, 1907
StatusPublished
Cited by1 cases

This text of 119 Tenn. 683 (Converse Bridge Co. v. Grizzle) is published on Counsel Stack Legal Research, covering Tennessee Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Converse Bridge Co. v. Grizzle, 119 Tenn. 683 (Tenn. 1907).

Opinion

Mr. Justice McAlister

delivered tbe opinion of tlie Court.

The plaintiff below recovered a verdict and judgment against the bridge company for the sum of |5.000 as damages for the negligent killing of her husband, George W. Grizzle. The company appealed and has assigned errors.

The cause of action álleged in the declaration was that the defendant company was engaged in the business of making steel bridges, and in the conduct of its business employed a derrick, constructed for the main part of wood, located just outside of a shed, and used in hoisting, handling, and moving heavy material. It is then alleged that the husband of plaintiff, G. W. Grizzle, was employed by the - defendant company to work under the shed, and not on the outside; but that in June, 1906, deceased was ordered to leave his work to assist in loading and operating the derrick, and that while so employed the derrick gave way and fell upon deceased, killing him. It is alleged that the place where deceased was sent to work was unsafe and unsuitable by reason of the imperfect location of the derrick, its want of strength for the heavy load attempted to be lifted, its old and worn condition, and the fact that the braces and timbers and other material of the derrick were old, rotten, and not of sufficient strength and size, and not securely and safely attached and fastened at the base of the derrick, so as to hold and sup[686]*686port the structure. It is alleged that the lower part of' the derrick was attempted to he fastened in the soil by-means of braces extending into and under a box, with rocks over and around the brace or braces, so that the-same could not be seen at the lower end, and at the-time of the accident these braces gave way and pulled' loose from the lower fastening, on account of being-old, rotten, and insecurely fastened.

It is then alleged that plaintiff's husband was taken from a much safer work, which he understood, and was-ordered to work at the derrick, a dangerous place, without being warned of its rotten and dangerous condition, or given any instructions how to do the work or avoid the danger. It is further alleged that the dangerous condition of the derrick was known to the defendant company, or could have been known by the exercise of ordinary care and caution, but was unknown to plaintiff’s husband.

The defendant company Interposed -a plea of. not. guilty. Defendant introduced no testimony, but at the conclusion of plaintiff’s testimony moved for peremptory instructions. This motion was overruled by the trial judge, and the cause submitted to the jury on plaintiff’s testimony, with the result already stated.

The main contention on behalf of the defendant company in this court is that the trial judge erred in refusing to direct a verdict in behalf of the defendant, since there was no evidence on which a verdict could be based [687]*687in favor of the plaintiff. This assignment of error calls for a review of the testimony.

It is admitted that the deceased was regularly employed in riveting tubes inside the shed, but a short time before the accident was ordered by the foreman to assist in moving some heavy pieces of metal, called “angles,” for the purpose of placing them in a car. On account of their weight these angles were lifted by a. heavy derrick. The construction of the derrick is thus described: It had a straight mast, which stood upon a frame and was supported by two beams, known as “stiff legs.” The whole structure stood upon a frame or platform of heavy beams about four or five feet above the ground. Around the end of the stiff legs, which were bolted to this framework, were placed pens made of cross-ties and filled with large rock, coming up some three feet on the stiff legs. The object of this arrangement was to malee a counterweight for the weight that was to be- lifted by the derrick. The mast moved laterally on a pivot at the top and bottom, which moved in properly arranged iron plates, the top plate being attached to the upper ends of the two stiff legs; the stiff legs acting thus as braces and standing at an angle of' some thirty or forty degrees, and being, of course, to an extent supported by the top of the mast. The pens in which the stiff legs rested were about twenty feet from the base of the mast. The stiff leg was the main brace to hold the upright piece or mast, so that it would carry the load. The stiff leg or brace in this derrick was. [688]*688■constructed of pine boards or planks, consisting of three pieces 2x6 and bolted together. It was about twenty feet from the point where the brace was fastened to the mast at the top of the derrick to the point where it went into the pen.

A witness who examined the stiff leg immediately after the accident stated it appeared that some pieces had been nailed onto the bottom where it broke. Another witness arrived on the scene a few minutes after the accident and examined the stiff leg. He stated that it was a rotten structure, and was lying on the ground apart in many places; that it was rotten, and not safe for any kind of business.

This 'derrick had been in use probably five years and had stood in the same position from one and one-half to two years. At the time of the accident the deceased was engaged in attaching the chain of the derrick to a pile of angles, and while the workmen were attempting to lift the load — only a portion of the weight having been taken by the derrick — it suddenly collapsed; the mast striking the plaintiff’s husband, from the effects of which he died.

An examination of the derrick after the accident disclosed that one of the stiff legs had been fractured in the fall, about one foot beneath the surface of the rocks which were placed in the. pen, and a further examination revealed that this stiff leg had partially rotted. There was also some evidence tending to show that the cause of the collapse of the derrick was the [689]*689breaking away of tbe mast from tbe plate at tbe top. However, one witness, wbo was turning tbe crank to lift tbe load at tbe time of tbe accident, testified that be saw tbe stiff leg give way first. Tbe other witness, wbo claims that tbe derrick fell in consequence of tbe breaking loose of tbe mast at tbe top, shows that be was twenty-five or thirty feet away at tbe .time of tbe accident and not looking in tbe direction of tbe derrick. It seems that bis testimony was rather a matter of opinion from what be saw after going to tbe scene of tbe accident. There can be no question, we think, on this record, that tbe cause of tbe falling of tbe derrick was tbe breaking of tbe stiff leg on account of its rotten condition. One witness testifies that tbe stiff leg that broke was made of pine, about one-balf heart and one-balf sap, and that tbe part of tbe leg which was in tbe pen was rotten. Another witness stated that tbe derrick was generally rotten.

It is claimed on behalf of tbe bridge company that the defect in tbe stiff leg was latent, and not discernible to ordinary observation by reasonable inspection. It is said that the fracture of the stiff leg occurred about a foot below tbe point where it was covered with tbe stone, and that this defect could not have been observed without moving tbe cross-ties and the stone, and subjecting tbe stiff leg to a process of cutting or hammering. It is further said on behalf of tbe company that tbe proof of plaintiff wholly fails to show a want of [690]*690proper inspection of the derrick by the defendant company.

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Bluebook (online)
119 Tenn. 683, Counsel Stack Legal Research, https://law.counselstack.com/opinion/converse-bridge-co-v-grizzle-tenn-1907.