Turner v. Southern Railway Co.

46 F.R.D. 71, 1968 U.S. Dist. LEXIS 12663
CourtDistrict Court, N.D. Georgia
DecidedDecember 26, 1968
DocketCiv. A. No. 11425
StatusPublished
Cited by1 cases

This text of 46 F.R.D. 71 (Turner v. Southern Railway Co.) is published on Counsel Stack Legal Research, covering District Court, N.D. Georgia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Turner v. Southern Railway Co., 46 F.R.D. 71, 1968 U.S. Dist. LEXIS 12663 (N.D. Ga. 1968).

Opinion

ORDER

EDENFIELD, District Judge.

The court is presented with motions for summary judgment under Rule 56 of the Federal Rules of Civil Procedure filed by both plaintiff and defendant in this personal injury action.

On the night of September 13, 1967, plaintiff was a passenger in the front seat of an automobile driving northbound on Interstate 75-85, hereinafter called the South Expressway. While driving under defendant’s railway bridge, a heavy metal object, called an angle bar, fell from the bridge through the front windshield of the car and struck the plaintiff. According to plaintiff, he was rendered unconscious and suffered the loss of his left kidney and spleen, a ruptured colon and abdominal wall, and other injuries. Plaintiff contends that he has been wholly unable to work and, as of December 13, 1967, when a formal complaint was first filed, had lost in excess of $1400 in wages and incurred $2200 in medical and hospital bills. Plaintiff sues defendant for $500,000 and costs.

According to plaintiff, the railroad bridge in question is located some 50 to 100 yards north of the point where the University Avenue entrance ramp intersects the northbound lane of the South Expressway. The bridge has been used by Southern Railway since 1957, when it was initially built, and is under their continuous control. There are several sets of parallel tracks on the railroad bridge. According to defendant, an iron pipe is located between the tracks and a raised walkway. Defendant estimates the walkway to be from four to four and one-half feet across and some twelve inches above the level of the tracks. The edge of the walkway directly overlooks the passing traffic on the South Expressway below. There are handrails on the walkway for pedestrian use.

The record clearly shows that accumulations of dismantled track parts are on the defendant’s right-of-way. Plaintiff contends that they have been on the right-of-way since two unused sets of tracks were dismantled two to three years ago. While defendant’s records are not clear on this point, the rusted appearance of these metal pieces, some small, some large, indicates they may have been on or about the tracks on this bridge for a considerable time.

The tracks still used by the railroad on this bridge are inspected on a regular weekly basis by the track supervisor and/or the assistant track supervisor, to assure safe operation of the trains. The dismantled track parts would have been clearly visible to these inspectors.

The force propelling the angle bar over the bridge is unknown to both parties. Investigation by the Atlanta police has produced no clues. The angle bar itself is estimated to be two feet long, four to six inches high, and 35 to 50 pounds in weight. The record indicates that when the bar was inspected after [73]*73the accident, it was scratched and rusty but had no dents. According to both the plaintiff and Richard Eskew, a police detective who investigated the bridge soon after the occurrence, the dismantled track parts were strewn about the right-of-way. Eskew says that most were located over the northbound lanes of the highway. Plaintiff states that some were leaning against or near the south walkway. These dismantled tracks seem to have no particular immediate business purpose. According to the defendant, they are left in the right-of-way until they are “needed elsewhere” or are used as scrap. Plaintiff states that under railroad regulations these unused track components were systematically collected until 1955 or 1956, when the regulations were changed not requiring their collection.

Plaintiff states that the tracks on the bridge in question are in constant daily use. According to his reading of defendant’s timetable, several trains may have gone over the bridge during the approximate time of the accident. However, there is no indication in the record that a train was overhead when plaintiff was passing under the bridge.

The railroad yard and bridge area are occasionally frequented by vandals, drunks, and hoboes. (Deposition of Jackson Melton, pp. 16, 32; and Deposition of E. J. Nicholson, p. 25.) School children cross the bridge, too. (Deposition of Billy Howell, p. 18.) However, neither the plaintiff nor anyone in the car with him at the time, nor anyone mentioned in the record, saw anyone on or near the bridge at the time of the accident. Police surveillance shortly after the accident failed to reveal any unauthorized persons on the bridge.

Although the railroad provides special agents on a twenty-four-hour-a-day basis at the railroad yards, there was no agent in the area of the bridge during the time of the accident.

In their motions for summary judgment both parties recognize the common elements necessary for a negligence action. There must be a duty flowing from the defendant to the plaintiff; a negligent act or omission; a proximate relationship between the negligence and the resulting injury; and an injury to the plaintiff. The heart of the issue in this case is whether or not reasonable men could differ as to the liability of the defendant. We find that reasonable men could so differ, and thus deny summary judgment to both parties.

Stated succinctly, plaintiff’s argument on behalf of his summary judgment motion is as follows. Southern Railway had a duty or ordinary care to avoid injuring persons near its tracks.. This duty was breached by permitting the accumulation of dismantled track parts on defendant’s right-of-way, when these objects were inherently dangerous and the railroad knew the area was frequented by disreputable characters. The requirement of proximate cause is satisfied, according to plaintiff, because the plaintiff’s injuries would not have occurred had the defendant not negligently maintained its right-of-way. Although an intervening agency may have propelled the angle bar over the bridge, defendant is not absolved from liability, for either the intervening force was the railroad trains themselves or an independent force reasonably foreseeable by the defendant and hence within the scope of the original risk defendant created. The injury to plaintiff is clear and not in dispute. Plaintiff also urges that he has made out a prima facie case of negligence by virtue of satisfying Georgia Code § 94-1108.

In response to plaintiff’s motion for summary judgment and in support of its own motion, defendant makes a number of assertions. First, defendant concedes for purposes of argument that it was negligent in not clearing its right-of-way of dismantled track pieces. But the defendant urges that plaintiff has not and cannot show proximate cause. Defendant states that human intervention [74]*74is the only feasible explanation for propulsion of the angle bar over the bridge and that a wilful, intervening human action broke the chain of defendant’s negligence. Defendant urges that it had no reason to anticipate this independent intervention. Moreover, the defendant states that plaintiff has not made out a prima facie case either on the facts or by virtue of Georgia Code § 94-1108, which defendant contends plaintiff cannot use absent a showing of proximate cause. Last, the defendant urges that it had no duty under Georgia law to keep its right-of-way “absolutely clear”.

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Related

Willie Turner v. Southern Railway Company
437 F.2d 1352 (Fifth Circuit, 1971)

Cite This Page — Counsel Stack

Bluebook (online)
46 F.R.D. 71, 1968 U.S. Dist. LEXIS 12663, Counsel Stack Legal Research, https://law.counselstack.com/opinion/turner-v-southern-railway-co-gand-1968.