Kansas City Bridge Co. v. Gravitt

1940 OK 334, 105 P.2d 767, 188 Okla. 30, 1940 Okla. LEXIS 361
CourtSupreme Court of Oklahoma
DecidedJuly 2, 1940
DocketNo. 29228.
StatusPublished
Cited by3 cases

This text of 1940 OK 334 (Kansas City Bridge Co. v. Gravitt) 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
Kansas City Bridge Co. v. Gravitt, 1940 OK 334, 105 P.2d 767, 188 Okla. 30, 1940 Okla. LEXIS 361 (Okla. 1940).

Opinion

BAYLESS, C. J.

This action was brought in the district court of Oklahoma county by Billy Gravitt, for herself and for her minor child, Betty Jean Gravitt, against the Kansas City Bridge Company to recover damages for the alleged wrongful death of her husband, Tom Gravitt. Plaintiff was awarded a $11,250 judgment, and defendant has appealed. The parties will be referred to as they appeared in the trial court. The following facts were established by the evidence:

On January 17, 1938, Tom Gravitt, an employee of defendant, while working with a crew of laborers engaged in removing a coffer dam from around the first section of a concrete pier, received an injury to his left ankle causing an inflammation of the blood stream which resulted in his death.

*31 The coffer dam occupied an area of 15 square feet and extended below the surface of the river bed about 40 feet. The section of the pier under construction was circular in form, eight feet in diameter, and stood in the exact center of the coffer dam. It was based upon the rock bottom below the river bed, and extended upward to within four feet of the surface of the river bed. It was reinforced by vertical steel rods which extended four feet beyond the concrete pier. The top of these steel rods was about level with the surface of the river bed. The steel rods were extended beyond the first section of the pier for the purpose of “tying onto” the second section, which was to be built on top of the first. These rods formed a circle of approximately six feet in diameter, were spaced several inches apart, and were set in from the edge of the circular concrete pier about twelve inches.

The concrete forming the first section of the pier had been poured, and the area inside the coffer dam filled with sand level with the top of the aforesaid steel rods, thus burying the concrete pier some four feet under the sand. The sand placed inside the coffer dam furnished a level area upon which to rest the base of the “A” frame or rig used for pulling the sheet pilings comprising the coffer dam, and also served to equalize the pressure exerted upon the inside and outside walls of the coffer dam, so that the sheet piling could be pulled without damage to it, and according to some of the witnesses, it was placed there to protect the workmen from the steel rods.

The “A” frame had the appearance of a capital A. The base consisted of two 12x12 timbers, ten feet long, bolted together one on top of the other; two legs, consisting of 12x12 timbers, each 45 feet in length, were set on top of the base with pulleys at the top. At the time of the injury it was being used to pull the sheet piling constituting the west wall of the coffer dam. It was then setting in the southwest corner of the coffer dam almost against the west wall, with the south leg of the rig almost against the south wall of the coffer dam. Short pieces of timber spaced 14 inches apart were nailed to the south leg of the “A” frame on the east side as the rig then stood, which served as a ladder. Approximately six inches above the base of the “A” frame was a cross sash of 2x6 timber, extending from one leg to the other. The bottom rung of the aforesaid ladder was 14 inches above the said 2x6 timber. There were three methods customarily used by the workmen in descending from the ladder. (1) Sometimes they descended to the base of the “A” frame and stepped from there to the ground. The base extended one foot beyond the south leg and this was known as a “cap.” (2) They frequently descended to the cap and from there to the ground. (3) The other method was to step or jump from the 2x6. The foreman of defendant company admitted having knowledge of the latter method. The base of the “A” frame had sunk in the sand eight or twelve inches at the time of the injury.

The sand inside the coffer dam settled as the work of pulling piles progressed and additional sand had to be thrown in from time to time. The sinking of the sand was a continuous process, due to the removal of the piles, and also due to the pressure exerted by the “A” frame in pulling the piles. The settling of the sand frequently left the reinforcing steel rods exposed several inches. The foreman had the sand leveled up at 7:30 a.m. on the morning of the injury. Some of the rods were then sticking up along the north side of the pier. The foreman, recognizing the danger, cautioned the men to be careful of the steel rods and had J. P. Bozeman procure planks and place them over the rods that were then exposed. Nothing further was done to cover up or protect the rods from 7:30 until the injury occurred at 11:30 a.m.

Gravitt was working up on the “A” frame when ordered by the foreman to come down. He thereupon descended the ladder, stepped onto the aforesaid *32 2x6 cross sash, took hold of a wire cable and walked near to the center of the “A” frame, and stepped or jumped from the 2x6 onto one of the reinforcing steel rods, which was sticking above the sand from one to three inches. The witnesses place the height of the 2x6 at from two to three feet above the ground. As to the distance measured horizontally from the place from where he stepped to the point where he struck the steel rod, three of defendant’s witnesses place it at three feet, one witness at three to three and one-half feet, and the foreman said it was four or five feet.

Defendant complains that the trial court erred: First, in overruling defendant’s demurrer to the evidence and in refusing to instruct a verdict for defendant; second, in giving certain instructions and in refusing certain instructions requested by defendant.

The first assigned error will be discussed under three propositions: (1) The danger was one that necessarily inhered in the work. (2) Gravitt was furnished a safe way to descend to the ground, but he abandoned it and adopted an unsafe method. (3) This was a temporary, transitory condition due to the changing nature of the work.

1. It is true that the employer is not an insurer against the obvious risks naturally incident to the work being performed; also, that the servant assumes the risk of all apparent dangers ordinarily incident to his employment. Oklahoma Pipe Line Co. v. Fallin, 176 Okla. 474, 56 P. 2d 372. However, the case of Chicago, R. I. & P. Ry. Co. v. Schands, 57 Okla. 688, 157 P. 349, furnishes a rule more applicable for determining the question of primary negligence in the instant case. Paragraphs 1 and 2 of the syllabus are as follows:

“Although a servant assumes the known and obvious increased hazards of a work which, by reason of the character of the work, becomes more dangerous as the work progresses, a master in such case is not absolved from any duty to furnish a safe place to work, but must use ordinary care to make the place where his servant works as safe as it can be made under the conditions of the work to be performed.
“The fact that there may be dangers connected with the general class of work the servant is directed to perform, which ordinary care upon the part of the master cannot remove, does not excuse him from liability for injuries due to dangers which the exercise of ordinary care would remove.”

2.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Wallace v. Kentucky Fried Chicken of Lawton, Oklahoma, Inc.
1974 OK CIV APP 31 (Court of Civil Appeals of Oklahoma, 1974)
Healing Waters, Inc. v. McCracken
1960 OK 49 (Supreme Court of Oklahoma, 1960)
National Valve & Mfg. Co. v. Wright
1951 OK 380 (Supreme Court of Oklahoma, 1951)

Cite This Page — Counsel Stack

Bluebook (online)
1940 OK 334, 105 P.2d 767, 188 Okla. 30, 1940 Okla. LEXIS 361, Counsel Stack Legal Research, https://law.counselstack.com/opinion/kansas-city-bridge-co-v-gravitt-okla-1940.