Crabb v. Oklahoma Gas & Electric Co.

1926 OK 903, 250 P. 926, 120 Okla. 182, 1926 Okla. LEXIS 420
CourtSupreme Court of Oklahoma
DecidedNovember 16, 1926
Docket17063
StatusPublished
Cited by5 cases

This text of 1926 OK 903 (Crabb v. Oklahoma Gas & Electric Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Oklahoma primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Crabb v. Oklahoma Gas & Electric Co., 1926 OK 903, 250 P. 926, 120 Okla. 182, 1926 Okla. LEXIS 420 (Okla. 1926).

Opinion

Opinion by

STEPHENSON, C.

Mary J. Crabb, as administratrix of the estate of *183 J. B. Crabb, deceased, commenced her action against tbe Oklahoma Gas & Electric Company for the alleged wrongful death of her husband while in the employ of the defendant. The trial of the cause resulted in an instructed verdict tor the defendant. The plaintiff has perfected her appeal to this court, and assigns several of the ruiings of the trial court as error for reversal.

Mr. J. B. Crabb, who lived at Shawnee, Okia.. entered the service of the Gas and Electric Company as a carpenter about the first of January, 1924. He was engaged in the service of the defendant with numerous other employees in the construction ox a power plant ’near the town of Harrah. On the date of the accident, G. J. Jones, the general' superintendent of the defendant, in charge of the construction work, ordered J. B. Crabb and J. W. Stocton to chink the openings in concrete for.ms for beams, from which recently poured concrete was running. The concrete beams were being constructed for the support of floors on which to place turbines and other heavy machinery for the operation of the plant. The floors for the support of the machinery were constructed one above the other, but not across the entire width of the building. The distance from the ground floor, or basement, to the first floor was about 16 feet; the distance from the first floor to the second floor, from which the beam in question extended, was about 8 feet. The form for the concrete beam was built out across the open space over the basement; braces were fooced on steel “I beams” extending across the open space; the upper end of the braces supported the concrete form for the beam in question. The perpendicular distance from the upper end of the brace to a pomt on a level with the foot of the brace on the “1 ueum” was about 8 feet. The foot of the timber brace was notched and fitted over the "I beam” for its support at the base. That part of the scaffold along the form where the leak developed which the employee was chinking at the time of the accident had been removed. Stocton and Crabb were standing on the first floor above the basement floor, near where the concrete was running from 8 or 4 openings in the form for the concrete beams, when superintendent Jones approached them and instructed the two men to go up on the form and stop the leaks. It was the purpose of the men to chink the openings with cotton waste, or pieces of sacking. In relation to what Superintendent Jones said, Stocton testified as follows:

“Q. He did not tell you how to do it? A. No, sir. Just said to get up there and fix them. Q. He did not tell you to go up on this brace, did he? A. No, sir.”

Witness Stocton testified that one of the openings from which concrete was running could not be reached except 'by climbing on one of the braces supporting the form. Superintendent Jones testified as follows in relation to the instruction to Stocton and Crabb about chinking the openings in the forms:

“Q. How did you intend for them to. get up there to fix those leaks? A. I did not tell them how. I did not go into details. I told them to get up there and fix those leaks, and I passed on.”

It is the contention of the defendant that scaffolding had been placed below the form for its construction, which had been removed at the time the parties were directed to chink the .openings. It is said by the defendant that Stocton and Crabb should have replaced the scaffolding for .use in stopping the leaks. As to the distance from' the scaffolding to the form referred to, Superintendent Jones testified as follows:

“Q. And would it have been sufficiency high for them to reach up and stop those leaks? A. Considering this scaffolding laid on an elevation of 84, the main floor level was on 91, which would make it about 7 feet from this entrance to this main turbine room floor. About 7 feet. * * * I believe a man could reach them. * * *”

While the testimony of Superintendent Jones indicates the distance from the platform to the concrete form to be about 7 feet, other parts of the record show that the distance at this particular point, on account of the varying depths of the floor, may have been about 8 feet.

Crabb climbed on one of the braces to which we have' referred, to each one of the openings, for the purpose of stopping the flow of concrete therefrom, and while engaged in chinking the openings the notched footing of the brace resting on the “I beam” split off, and dropped the employee with the brace, down -through the opening, a distance of about 25 feet, to the basement floor. The pine timber brace was 4"x4", and 16 feet long. The timber was cross-grained, and the shoulder of about one inch thickness split off and ran out about 16 inches from the notch, which rested on the “I beam.” The accident occurred on the 24th day of May, 1924; the injured employee was removed to St. Anthony’s Hospital, where he died from the injuries on June 10th.

The defendant in error makes the conten *184 tion on appeal tliat the men were instructed not to climb on braces in their work about the concrete forms. In relation to the instructions, and such practice of the employees, Superintendent Jones testified as follows:

“Q. Did you ever see any men on any of the braces around there? A. Yes, I have seen men on other braces. Q. What would you do — say to them when you found them there? A. If it was a brace high like that, I would not say anything to him; they were considered safe; this lower end on the ground and that end high made it safe. I would not say anything particularly to them about that, but we always nail them extra heavy in case they did have to climb on them.”

The testimony disclosed that there were a number of ladders used by the workmen in and about the construction of the building, but none were of a greater length than 16 feet. It would have required a ladder to be of the length of about 25 feet to reach from the basement floor to the concrete form. It is the contention of the defendant that the decedent should have taken two 16-foot ladders and nailed them together for use in reaching the concrete form in question. It is the further contention of the defendant in error that the manner and means for chinking the openings in the form were left to the choice and selection of the employees who were directed to perform the work. The witness testified that it would have required about 30 minutes to nail two 16-foot ladders together for the purpose of climbing from the basement floor to the concrete form. The superintendent testified that the concrete mixture which had been poured into the form was made thin on account of the necessity for the same to run into some small creTiees in the form. Witness Stocton, who went up on the form with the decedent to chink the openings, testified that the decedent could not have reached the openings on which he was working at the time the brace broke, except by climbing on the brace for support. The witness testified that he was in an arm’s length of the decedent at the time the brace broke and that Crabb was chinking an opening in the form above where the upper end of the brace was nailed to the form.

It is the duty of the master to furnish the servant a reasonably safe place in which to perform his services..

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Bluebook (online)
1926 OK 903, 250 P. 926, 120 Okla. 182, 1926 Okla. LEXIS 420, Counsel Stack Legal Research, https://law.counselstack.com/opinion/crabb-v-oklahoma-gas-electric-co-okla-1926.