Baltimore O. Rd. Co. v. McTeer, Admr.

9 N.E.2d 627, 55 Ohio App. 217, 5 Ohio Op. 531, 21 Ohio Law. Abs. 315, 1936 Ohio App. LEXIS 442
CourtOhio Court of Appeals
DecidedFebruary 17, 1936
StatusPublished
Cited by1 cases

This text of 9 N.E.2d 627 (Baltimore O. Rd. Co. v. McTeer, Admr.) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Baltimore O. Rd. Co. v. McTeer, Admr., 9 N.E.2d 627, 55 Ohio App. 217, 5 Ohio Op. 531, 21 Ohio Law. Abs. 315, 1936 Ohio App. LEXIS 442 (Ohio Ct. App. 1936).

Opinion

Ross, P. J.

These two cases are proceedings in error from the Court of Common Pleas of Hamilton county, wherein judgments were rendered in favor of the plaintiffs. They were consolidated in the trial court and tried together. The first one is an action for personal injuries, pain and suffering sustained by Charles A. McTeer during the three days prior to his death. Claim is also made for the expenses of his funeral. The other action is for the wrongful death of McTeer. Both actions were brought by the administrator of McTeer,. and both charged that Mc-Teer ’s injuries, death, and the expenditures incident to same, were due to the negligence of the defendant railroad company.

*218 The parties will be designated as they appeared in the trial court.

The evidence develops that McTeer was a “water station repair man” whose duty it was to keep in repair and operation a certain sand-pipe line leading from a blower to a storage tank. This pipe line at certain points was elevated some twenty feet above the ground.

In order to repair this pipe line it was ne'cessary to erect scaffolding upon which McTeer and his helper could stand and work. Such scaffolding had for some time been erected by a carpenter in the employ of the defendant. For many reasons, this method of taking care of the preliminary work was unsatisfactory. McTeer suggested to Cecil L. Lee, who was the “foreman of water stations” and supervised the operation and maintenance of water stations, water heating plants, pumps, motors, engines, pipe lines, sheet metal plumbing and the particular sand line in question, that permanent cross-arms should be erected upon the iron poles carrying the sand line, and that heavy planks could be laid upon such arms, thereby furnishing a permanent walk or scaffold on which those working upon the sand-pipe line could stand and work. It is necessary to consider the construction of this platform in some detail, as it was the construction of same that was approved, in at least a general way, by Lee, the foreman and responsible employee.

The. plan proposed and adopted included the use of three upright poles, supporting the sand-pipe line. Some twenty feet from the ground iron cross pieces were attached to these upright poles. They were securely bolted thereto. In two cases where twin poles constituted the support of the sand line the brackets were five feet from tip to tip, and where a single pole was used the bracket was 52 inches from tip to tip. In each case the brackets extended some fourteen *219 inches outwardly from the pole. The brackets also were slightly turned up on the extremities to prevent planks placed thereon from slipping off. No hand hold or guide rail of any kind or description was provided. Those using the platform provided by the planks laid on the brackets were wholly dependent upon the firmness and strength of the planks for security from a clear fall of almost twenty feet. The first span between the sand-tank ladder and the first pole was 22 feet, the second span was 16 feet, 4 inches, and the third 15 feet, 5*4 inches. Upon the brackets were placed the planks referred to. The first span was bridged by two planks, 22 feet, 5 inches in length, 2% inches thick, and 7% inches wide, placed side by side. Upon the far ends of these planks from the sand-tank rested one plank bridging the second span. It was 16 feet long, 2 inches thick, and 12 inches wide. The plank bridging thn third span was 16 feet 1 inch in length, 2 inches thick, and 12 inches wide. It will thus be seen that in the first span the plank was but 5 inches longer than the distance bridged; that in the second span the plank was 4 inches shorter than the span, and that in the third span the plank was 6% inches longer than the span.

In the first span the planks were laid in such a manner as to cause a grade upwardly from the sand-tank ladder to the first pole brackets, so that the actual distance covered was really greater than the horizontal distance between the ladder and the pole. The planks, however, were so distributed and adjusted as to cause an overlapping at the extremities where they rested upon the brackets. At such laps, the planks, were nailed together with 3*4 inch spikes or nails. It is immaterial-whether Lee, the foreman, actually saw the details of this construction, although he testifies that he inspected it from the ground and asked the man in charge how the planks were fastened.

*220 “Q. While you were there, did you see to what extent they were fastened? A. I didn’t see that they were fastened at all.

“Q. Could you see whether there was any bolting there? A. I didn’t see any bolting.

“Q. Were they fastened by any bolting so they couldn’t move? A. I didn’t see any.

“Q. Were they nailed together? A. I didn’t see them nailed together, but the man in charge said he had nailed them together.

“Q. What did they look like to you when you looked from the bottom up at them? A. I don’t understand.

“Q. How did they appear to you to have been fastened or secured when you were on the ground and looked up? A. From the ground you couldn’t see that they were secured at all.

“Q. What did you do to see whether or not .they were secured? A. Nothing, just asked the mechanic how he had them fastened and he said he had them nailed good.”

The planks were removed after each occasion for their use, but. remained in place until the particular job was finished.

There is evidence that the trains passing back and forth caused a. vibration which was transmitted to the poles, brackets and planks. The men working upon the planks caused them to move as they exerted themselves in changing the sand pipes. The pipes themselves vibrated to a certain extent, responsive to the effect of the impelling power behind the sand passing through the pipes. All of these things were within the knowledge of the defendant and its employee Lee. So much for the negligence of the defendant. We consider these facts as ample warrant for the jury’s finding that the defendant was guilty of negligence in permitting such an unsafe place as *221 this to exist — in which it permitted the employees to carry on its work.

In addition to this the jury found negligence in the defendant in its answers to certain interrogatories:

Interrogatory No. 3.

“If your answer to Interrogatory No. 2 is ‘Yes,’ then you need not answer Interrogatories Nps. 3, 4, 5, 6, 9 and 11.

“If your answer to Interrogatory No. 2 is ‘No,’ then do you find from the evidence that any employee of The Baltimore & Ohio Railroad Company, excluding Charles A. McTeer and his helper, Mr. Culbertson, was guilty of negligence which directly or proximately caused the injuries to- and death of Charles A. McTeer?

“You are instructed to answer this interrogatory either ‘Yes’ or ‘No.’ Answer: Yes.”

Interrogatory No. 4.

“If your answer to Interrogatory No. 3 is ‘No,’ then you need not answer Interrogatory No. 4.

“If your answer to Interrogatory No.

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Bluebook (online)
9 N.E.2d 627, 55 Ohio App. 217, 5 Ohio Op. 531, 21 Ohio Law. Abs. 315, 1936 Ohio App. LEXIS 442, Counsel Stack Legal Research, https://law.counselstack.com/opinion/baltimore-o-rd-co-v-mcteer-admr-ohioctapp-1936.