Petroleum Iron Works Co. v. Wantland

1911 OK 104, 114 P. 717, 28 Okla. 481, 1911 Okla. LEXIS 133
CourtSupreme Court of Oklahoma
DecidedMarch 21, 1911
Docket706
StatusPublished
Cited by17 cases

This text of 1911 OK 104 (Petroleum Iron Works Co. v. Wantland) 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
Petroleum Iron Works Co. v. Wantland, 1911 OK 104, 114 P. 717, 28 Okla. 481, 1911 Okla. LEXIS 133 (Okla. 1911).

Opinion

HAYES, J.

This action was begun after the admission of the state in'the district court of Washington county by defendant *482 in error, to recover damages for injuries received by him while in the employment of plaintiff in error. The parties will hereafter be referred to as defendant and plaintiff, respectively.

Plaintiff alleges in his petition, substantially, that he, at the time of the institution of this action, was a minor, 18 years of age; that defendant, on October Id, 1907, was engaged in the business of erecting and constructing large steel tanks in the various oil fields of Oklahoma; that on that date plaintiff was employed by defendant as a riveter on a 35,000 barrel steel tank which defendant was then constructing near Bartlesville; that it became plaintiff’s duty in the course of his employment to go upon an elevated scaffold, or platform, on the inside of the tank for the purpose of riveting bolts; that said scaffold or platform had been built by persons inexperienced in scaffold building, and was unsafe, in that the joints were not properly braced, that the braces were too far apart, and that the scaffold extended above the platform on which plaintiff1 was compelled to work, all of which facts were unknown to plaintiff; that defendant was further negligent in failing to instruct plaintiff of the dangerous condition of the scaffold and the dangers incident to the work, knowing that plaintiff was inexperienced and a minor; and that, by reason of the defective conditions of the .scaffold, it tipped and sprang while plaintiff was on the same, in due performance of his duties; and he was thrown therefrom and precipitated about 23 feet upon the steel floor of the tank, severely injuring his foot, hip, and spinal column; and that said injuries have wholly incapacitated him from doing any work whatever, for all of which he prayed damages.

After answer by defendant, there was a trial to a jury, which resulted in a verdict and judgment in favor of plaintiff for the sum of $3,500. On this appeal from that judgment defendant assigns as error for reversal of the cause: First. The overruling of its motion for a new trial. Second. Refusal of the court to peremptorily instruct the jury in its favor. Third. Overruling its demurrer to plaintiff’s evidence. These three assignments pre *483 sent practically the same questions, and the propositions discussed thereunder by defendant in its brief are placed under two heads, to wit, first, that there is no evidence of any connection between the negligence complained of and the injury; and, second, that the negligence or defect complained of, if any existed, was open and apparent to plaintiff and was assumed by him.

There is evidence tending to establish that the tank was constructed out of rings of metal sheets; that these rings were put up, one on the other, by sections, and the sections of metal were bradded together. The employees, engaged in putting up these sections of the steel worked upon scaffolds built one on the inside and one on the outside of the tank. Plaintiff at the time of the accident was working upon the scaffold built on the inside of the tank; and the tank at that time was practically completed. Plaintiff was then working on the last round of the wall of the tank.

The method of building these scaffolds, as described by the witnesses, in substance, is as follows: They first set up inside of the tank a piece of lumber 2x8, in this instance, 24 feet high; then, next to the tank, a piece of 4x4, as high as the first crosspiece ; then an L is nailed across from the 2x8’s to the 4x4’s; and the 2x8 is then nailed to the next crosspiece by lumber running from the top of one to the bottom of the other; and then from the top of the second to the bottom of the first. Similar crosspieces brace the '4x4Js next to the inside of the tank. On the L that goes across from the 2x8’s to the 4x4’s, the floor of the scaffold is laid around the tank. After the first L is put in, this floor is laid, and the employee rivets on another section of the tank; then by similar method it is built up and the second platform is laid, from which work on the next section is done. In building up the scaffold, all the lumber that is used in bracing, it is left, and each new L is braced as it is made; and as the floor is moved up the outside pieces, which are 2x8’s extend all the way up at all times. In the instant case the first section of the scaffold was built by a regular scaffold builder, but all the subsequent sections, including the one from which plaintiff fell and which was the last section to be built, were built by members of the roustabout gang, *484 or.persons without experience in scaffold building. The timbers used for the floors of the scaffold were supposed to be two inches in thickness and eight inches in width, and were made up of three pieces of this timber, lying side by side. There is evidence tending to establish that the upper sections of the scaffold were not braced property, and that such defect caused the scaffold under certain conditions to swing; and also that the flooring was defective, in that the planks out of which it was made were of varying thickness, ranging from 1% inches to 4 inches, thereby making the floor uneven and also rendering it, in places where the thin planks lay, of such weakness- as to make it spring up and down when the weight of a person or other heavy weight was upon it.

One witness testified relative thereto as follows:

“Q. Pretty good scaffolding, wasn’t it? A. Not very; no, sir. Q. Why not? A. It was Just the same as the outside scaffolds ing. Q. Now what was the matter with it? A. There was planks would bow away down, and some was thicker than others. Q. That is, the planks they walked- on? A. Yes. Q. Now, any trouble with it, outside the planks they walked on ? A. Any what ? Q. Anjr trouble with it? Any thing the matter with it? A. They was thick, and some of them thin; and they would give a whole lot. Q. Outside the planks they walked on, was there anything else the matter with that inside scaffolding? A. Not as I know of, only it was shaky; more than the outside scaffold. The top on the inside scaffold wasn’t braced right. There wasn’t any braces across at the top. Q. Where was it there wasn’t any braces across? A. From the upright to the L.”

And the same witness, further testifying, stated- that' these braces had been omitted throughout the scaffold above the bottom row.

Another witness testified:

“Q. Now, you can tell the jury what the condition of the scaffold was. A. Well, the scaffold wasn’t built up the way it ought to have been. It wasn’t as realty br-aced up against the tank like it ought to hav-e been. It- was upright, if it had been braced right. Some of the L’s was away from-the tank- — kind o’ a swinging scaffold.”

And further testified relative to the absent braces:

“Q. Do you consider that those boards on the L’s are neces *485 sary in order to make the scaffold secure and safe? A. Supposed to be; yes. Q. Do you know whether this scaffold on the inside fit up to the shell all the time, or was it sprung out? A. It was like the rest of it. It would spring out a little.”

Mr.

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Bluebook (online)
1911 OK 104, 114 P. 717, 28 Okla. 481, 1911 Okla. LEXIS 133, Counsel Stack Legal Research, https://law.counselstack.com/opinion/petroleum-iron-works-co-v-wantland-okla-1911.