George v. Morgan Construction Co.

389 F. Supp. 253, 1975 U.S. Dist. LEXIS 14088
CourtDistrict Court, E.D. Pennsylvania
DecidedJanuary 30, 1975
Docket70-586
StatusPublished
Cited by13 cases

This text of 389 F. Supp. 253 (George v. Morgan Construction Co.) is published on Counsel Stack Legal Research, covering District Court, E.D. Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
George v. Morgan Construction Co., 389 F. Supp. 253, 1975 U.S. Dist. LEXIS 14088 (E.D. Pa. 1975).

Opinion

OPINION AND ORDER

JOHN MORGAN DAVIS, Senior District Judge.

This case has been tried and the jury returned a verdict in favor of the plaintiff in the amount of $750,000. The defendant Morgan Construction Co. (“Morgan”) filed a post trial motion for judgment n. o. v., or in the alternative, for a new trial.

The case arose from the injury of a steel employee, Donald George (“George”), who was working at U. S. Steel’s bar mill in Fairless Hills, Pennsylvania. In the course of his employment by U. S. Steel, and while working in this mill, he was hit by a “cobble” and severely injured. A “cobble” is a piece of round stock which, while still in process, and at a temperature in excess of 2000° F breaks free of the mill ma *256 ehinery which is processing it, and is ejected into the part of the mill where the men are working. He was dissatisfied with the compensation he obtained from Workmen’s Compensation, and accordingly sought recovery against Morgan, the manufacturer of the mill, under two theories (1) Strict liability under § 402A of the Restatement (Second) of Torts, alleging a design defect, and (2) negligence in designing the mill. The plaintiff withdrew the former theory and allowed the case to go to the jury on negligence.

A rolling mill is a complex of machinery, which generally consists of a track (“pass line”) connecting a series of stands or roll housings through which hot pieces of steel are rolled and reduced to a linear steel product with a specified profile or cross-section. There are many different types of rolling mills including blooming, billet, rod, and bar mills. In the present case, we are dealing with a bar mill, which heats steel billets to temperatures in excess of 2000 °F. The bar mill is capable of rolling several standard profile configurations, such as rounds, flats, and angles, and a wide variety of dimensions for each configuration.

The track, or pass line, of the Fair-less Hills bar mill is laid out in a straight line 250-300 feet long. On one side of the track, referred to as the “inside” or “drive” side, are the motors for each of the mill’s 18 stands. On the other side is a large open floor on which the mill crew works. Against this “working” wall and 20 feet above the floor is a glass-enclosed room 80 feet in length called the pulpit, which houses the control equipment for the motors and other components of the mill’s machinery.

Each stand contains rolls and guides. As the hot billets proceed from stand to stand they enter each stand’s entry guides and exit from each stand’s delivery guides. Between these two sets of guides the metal is shaped by the action of the rolls.

Each stand is denominated either horizontal or vertical (edging) depending on the direction of the action of its rolls. The open spaces between the last six stands are called looping tables. There devices called loopers form a bow or loop in the billet which maintains a necessary degree of flexibility in the metal.

As is typical in the industry, the Fair-less bar mill is composed of three sections. The “roughing” and “intermediate” sections comprise the first 12 stands and are controlled from the pulpit by the second or assistant speed operator. Stands 13 through 18 are the “finishing” section or train, and they are each individually controlled by the first speed operators.

The loopers are controlled by the loop-er operators. As a billet proceeds through the mill it starts slowly and gains speed as it is reduced more and more at successive stands. The greatest speed attained by any product on the bar mill is 30 mph. for %" rounds at stand 18. At the same time it is elongated far beyond the original length of the billet. The bars exit from the last stand into a 400-foot cooling bed.

Normally a billet completes its passage through the bar mill without incident and emerges as a product with the desired profile salable to U. S. Steel’s customers. At times, however, a billet leaves the mill before entering the last stand. This is called a “cobble”. Most cobbles are “front end” cobbles where the head end of a billet passes through the delivery guides of one stand but fails to enter the entry guides of the next. Instead it spills out onto the mill machinery or the floor. When this occurs, the mill is shut down and the cobble is “cleared” by winding it up and removing it by crane. Cobbles typically occur on the Fairless bar mill at the rate of about two per eight-hour shift or “turn”, but many more may occur at any given time. Their incidence is largelj unpredictable on an individual basis: cobbles may occur at any time or anywhere on the mill.

*257 There are four prime reasons for cobbles: (1) a defect in the steel; (2) an improper steel temperature; (3) an improper mill setting (e. g. worn or improperly adjusted rolls or guides); and (4) improper mill control (e. g. incorrect control of speed or looping action). These are all aspects of operation, not design. It is possible in theory to run a mill with no cobbles but this has proved to be impossible as a practical matter. Both designers and operators of bar mills, and indeed all the parties in this present lawsuit, realize that cobbles are bound to occur given present technology despite their attempts to eliminate or minimize them.

Morgan’s design for the Fairless bar mill contained tri-faceted metal shields on the drive side of the looping tables between stands 12 through 18 but, in accordance with Morgan’s conscious decision, contained no guards, shields or other structures on the working side of the mill intended to come between cobbles and workmen in the proximity of the mill.

As stated, plaintiff concedes that cobbles can not be engineered out of such a steel mill. However, he contends that this failure to put up “cobblescreens” or guards to protect the workers from this inevitable danger constitutes negligent design in constructing the mill.

Defendant’s argument in this case is that the failure to put up cobblescreens was a necessary evil, since the danger created by putting them up was greater than the danger of not putting them up. It argues that the erection of this safety device would block the view of the people controlling the steel mill from the pulpit. The plaintiff counters that the mill could have been so designed that the cobblescreens could have been erected without blocking the pulpit, by putting the pulpit on the drive side of the mill instead of the working side. We agree with the plaintiff’s contention. As stated in David Hume, Dialogues Concerning Natural Religion, Part XI, Norman Kemp Smith edition (Edinburgh: Nelson & Sons, 1935), p. 204:

did I show you a house or palace, where there was not one apartment convenient or agreeable; where the windows, doors, fires, passages, stairs, and the whole economy of the building were the source of noise, confusion, fatigue, darkness, and extremes of heat and cold; you would certainly blame the contrivance, without any further examination. The architect would in vain display his subtlety, and prove to you that if this door or that window were altered, greater ills would ensue. What he says, may be strictly true: the alteration of one particular, while the other parts of the building remain, may only augment the inconveniences.

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Bluebook (online)
389 F. Supp. 253, 1975 U.S. Dist. LEXIS 14088, Counsel Stack Legal Research, https://law.counselstack.com/opinion/george-v-morgan-construction-co-paed-1975.