Springsteel v. Jones & Laughlin Steel Corp.

192 N.E.2d 81, 2 Ohio App. 2d 353, 92 Ohio Law. Abs. 417, 26 Ohio Op. 2d 229, 1963 Ohio App. LEXIS 621
CourtOhio Court of Appeals
DecidedJuly 18, 1963
Docket25447
StatusPublished
Cited by9 cases

This text of 192 N.E.2d 81 (Springsteel v. Jones & Laughlin Steel Corp.) 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
Springsteel v. Jones & Laughlin Steel Corp., 192 N.E.2d 81, 2 Ohio App. 2d 353, 92 Ohio Law. Abs. 417, 26 Ohio Op. 2d 229, 1963 Ohio App. LEXIS 621 (Ohio Ct. App. 1963).

Opinions

J. J. P. Corrigan, J.

This case is before this court on appeal on questions of law from a jury verdict of $135,000.00 and judgment entered thereon on November 3, 1960, in the Court of Common Pleas of Cuyahoga County against defendant, Jones & Laughlin Steel Corporation, and in favor of plaintiff, Glen R. Springsteel.

For the purposes of brevity and clarity, Glen R. Spring-steel, plaintiff-appellee, will hereinafter be referred to as plaintiff and Jones & Laughlin Steel Corporation, defendant-appellant, will be referred to as defendant.

Defendant complains of error in the record and proceedings prejudicial to its rights in the following assignments:

“1. The trial court erred in overruling the motion of defendant for judgment in its favor or for a directed verdict made at the end of plaintiff’s evidence.
“2. The trial court erred in overruling the motion of defendant for judgment in its favor or for a directed verdict made at the end of all the evidence.
“3. The trial court erred in overruling the motion of defendant for judgment in its favor notwithstanding the verdict of the jury or for a new trial.
“4. The jury verdict and court judgment entered thereon are manifestly against the weight of the evidence.
“5. The trial court erred in refusing to give to the jury before argument defendant’s written requested instructions Nos. 3, 5, and 8.
“6. The trial court erred in its general charge to the jury, to the prejudice of defendant.
“7. There were other errors apparent on the face of the record.”

*420 The evidence discloses that defendant entered into a prime contract with Dingle-Clark Company for the renovation and modernization of certain open hearth furnaces. Dingle-Clark subcontracted with A. S. Johnson Company to do part of this work, including the digging of a trench on defendant’s premises for the installation therein of certain underground conduits for electric wires.

A. S. Johnson Company brought its own equipment and employees for the digging job. They were supervised by A. S. Johnson, President of the subcontracting firm. Plaintiff was one of these employees and a certain Mike Rosul, another. One piece of the Johnson equipment on defendant’s premises was what is known as a Lima backhoe. Mike Rosul was the operator of this and plaintiff was his assistant and oiler.

The trench was to be dug in a general northerly and southerly direction. It was to be approximately eight feet wide and approximately eight feet deep. The excavation paralleled a private roadway on defendant’s property to the west of that roadway. The easterly edge of the excavation was five to ten feet from the roadway. This roadway was to be kept open for traffic during the excavation process. From eight to fifteen feet, as variously testified, west of the westerly edge of the trench there was an overhead lighting system consisting of a row of vertical light poles, spaced from one hundred to one hundred fifty feet apart, and strung along these poles were two No. 10 gauge electric wires to conduct electricity. These poles supported lighting fixtures for illuminating the area. The poles were constructed of steel pipe in three sections, each of which was of a smaller diameter than the section immediately beneath it. These sections were joined by a device known as a reducer coupling. The section of pipe closest to the ground was six feet six inches long by four and one-half inches in diameter. The middle section was described as ten feet long by three and one-half inches in diameter. The top section was described as being like an inverted “U,” twelve feet in length by two and one-quarter inches in diameter. The light was suspended from the free end of the inverted “U.” The wires were attached to a spool type insulator which in turn was secured to a horizontal crossarm on the inverted “U” at about *421 midpoint. The point on the light poles where the wires attached to the insulators was approximately twenty-two feet above ground level with about five feet of sag midpoint between poles.

Plaintiff’s duties in connection with the operation of the Lima back hoe included starting the motor in the morning and seeing that it was properly oiled, greased and fueled. Then Mike Rosul would take charge of the piece of equipment and after that plaintiff’s job was to check grade and depth of the excavation by using a grade pole and putting it down in the ditch to measure depth. Plaintiff’s duties also included acting as safety man on the rig; one of his duties was to watch the rig to see that it did not get into the wires and also to warn the operator if he was getting close to an obstacle.

The back hoe is so designed that the operator faces the boom and bucket. The bucket moves back toward the operator as it digs and takes on a load. As the boom moves from side to side, the cab turns with the boom and bucket, thereby keeping these parts of the equipment in the view of the operator at all times. The back hoe moves backwards on treads. In this instance the equipment straddled the trench being dug, one set of treads being on the west side of the trench and the other set positioned on the east side of the trench. Constructed on top of these treads is a platform, and built up from the platform on the left side of the platform as you face the boom and dipper stick and bucket is a cab which houses the machinery, the levers and the other devices necessary to operate the piece of equipment, with a seat for the operator in the cab. To the right of the cab on the platform there is built up a pair of connected vertical beams with cross members about twice the height of the cab. At the top of this structure are accommodated certain grooved wheels or sheaves over which the steel cables run from the drum and motor at the rear right of the cab to the sheave block at the forward part of the boom which in turn operates the dipper and dipper stick attached to the forward end of the boom and does the digging when the machine is being operated. The cables are three-quarters inch in diameter and move at about fifteen hundred revolutions per minute when in operation. The boom is a heavy steel beam built out from the platform and extending in front of the cab and operator. The dipper and dipper stick are hinged to the forward end of the boom and *422 another set of steel cables is attached to the sides of the dipper and runs back to the cab and motor over a second set of grooved wheels that are attached to the sides of the boom. The back hoe moves backwards on its treads and digs with the dipper backwards like a crab, the operator lowering the boom and drawing the dipper as it digs towards the cab by means of mechanically controlling the sets of steel cables.

When the dipper is filled and folded under the boom, the operator causes the boom to be raised and turned to the right or left of the ditch and then casts the load by unfolding the dipper through the cable controls while the boom is moving. When the dipper is fully loaded, it carries a yard and a half of material and weighs a ton or a little less.

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Cite This Page — Counsel Stack

Bluebook (online)
192 N.E.2d 81, 2 Ohio App. 2d 353, 92 Ohio Law. Abs. 417, 26 Ohio Op. 2d 229, 1963 Ohio App. LEXIS 621, Counsel Stack Legal Research, https://law.counselstack.com/opinion/springsteel-v-jones-laughlin-steel-corp-ohioctapp-1963.