Louisville & Nashville R. Co. v. Hickman

445 So. 2d 1023
CourtDistrict Court of Appeal of Florida
DecidedApril 12, 1983
DocketAK-377
StatusPublished
Cited by17 cases

This text of 445 So. 2d 1023 (Louisville & Nashville R. Co. v. Hickman) is published on Counsel Stack Legal Research, covering District Court of Appeal of Florida primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Louisville & Nashville R. Co. v. Hickman, 445 So. 2d 1023 (Fla. Ct. App. 1983).

Opinion

445 So.2d 1023 (1983)

LOUISVILLE and NASHVILLE RAILROAD COMPANY, a Kentucky Corporation Authorized to Do Business in Florida, and E.E. York, Appellants,
v.
Charles G. HICKMAN and Mary Hickman, His Wife, Appellees.

No. AK-377.

District Court of Appeal of Florida, First District.

April 12, 1983.
Rehearing Denied October 6, 1983.

*1024 DuBose Ausley and William M. Smith of Ausley, McMullen, McGehee, Carothers & Proctor, Tallahassee, for appellants.

Stanley Bruce Powell of Powell, Powell & Powell, Niceville, for appellees.

LARRY G. SMITH, Judge.

Appellants appeal an adverse jury verdict awarding compensatory damages in the amount of $50,000.00 each to Mr. and Mrs. Hickman, and assessing $7,000,000.00 in punitive damages against the defendant, Louisville and Nashville Railroad. Appellants raise the following issues:

(1.) A new trial on all issues is required because plaintiffs' testimony contained elements of fraud and misrepresentation.

(2.) The issue of punitive damages should not have gone to the jury.

(3.) The punitive damage award is preempted by comprehensive federal laws and is also unconstitutional.

(4.) The $7,000,000.00 punitive damage award is clearly excessive.

(5.) The trial court committed numerous evidentiary and procedural errors.

Appellees cross-appealed, asserting that there was no newly discovered evidence and the trial court erred in granting a new trial on Mrs. Hickman's consortium claim.

This case arises out of the derailment of a Louisville and Nashville Railroad (L & N) train occurring in Okaloosa County, Florida. The train in question was over a mile and a half long and weighed 11,500 tons. Sixty-seven of the cars contained hazardous chemicals. The derailment occurred on April 8, 1979.

On that day the plaintiff, Charles Hickman, then 61 years old, went to check the fishing conditions in the Yellow River. He parked his pickup truck about 100 feet below the L & N trestle which crosses the river. The train was going across the trestle when he pulled up to the bluff. He testified that the train was travelling faster than he remembered seeing a train travel on that track. Moments after he arrived, a rumbling sound began in the trees behind him, and when he turned around, he saw *1025 railroad cars flying into the air. He knew that his way back to the highway would be blocked by the wrecked train, so he headed downriver. A few hundred feet downriver he stopped his truck and started to get out; it was just like he had been hit in the face with a tear gas bomb; he could neither see nor breath. He slammed the truck door, covered his face with a handkerchief, and waited until his eyes cleared. At that time, he saw a three foot deep fog all over the ground. Eventually, a light breeze came up and blew the heavy part of the fog away. He put his handkerchief over his mouth and nose and ran from the truck. There was an explosion before he got up the hill, then a second explosion, bigger than the first, when he got to the top of the hill. He met some firemen at the top of the hill, was given first aid, and carried to the hospital in an ambulance. He stayed there four days. Subsequently, he was forced to retire from his job because of the lung condition caused by the inhalation of poisonous gases. Mr. Hickman filed suit against L & N Railroad, E.E. York, the engineer of the train, W. Johnson, the conductor, and John Durgens, the brakeman. Mr. Hickman's wife, Mary, joined the suit seeking loss of consortium.

Prior to trial the plaintiffs filed a request for admissions. The defense did not respond to the request until 125 days after filing. Its response consisted of a motion to strike the admissions on the grounds that they were contained in a report of the National Transportation Safety Board and that 49 U.S.C., Section 1903(c) prohibited the use of such reports in civil trials.[1] The trial court denied the motion to strike, and appellants argue that the court erred in so doing.

Federal courts have consistently interpreted Section 1903(c) to prohibit the use of the agency's findings and conclusions only when they are identified as such. This is to prevent the findings from being given undue weight by the jury. See, Berguido v. Eastern Airlines, Incorporated, 317 F.2d 628 (3rd Cir.1963), cert. den. 375 U.S. 895, 84 S.Ct. 170, 11 L.Ed.2d 124; American Airlines, Inc. v. United States, 418 F.2d 180 (5th Cir.1969). See also, Ratner v. Arrington, 111 So.2d 82 (Fla. 3rd DCA 1959). The request for admissions contained findings and conclusions of the agency but did not identify them as such. The court was correct in denying the motion to strike, and permitting the admissions to go to the jury. The following facts were admitted:

(1.) The total tonnage of train number 403 was greater than that recommended by AAR Train Track Dynamics Guidelines for the grades and curves in the derailment area.

(2.) The actual weight of train number 403 was 732 tons greater than the weight indicated on its train consist information.

(3.) The track approaching the derailment site was a combination of curves and grades that required special train make-up and train handling characteristics.

(4.) The train was not slowed adequately before entering the sag as recommended by L & N Rules and AAR Track Train Dynamics Guidelines.

(5.) Train 403 derailed while moving around a four degree two minute curve. Twenty-nine cars and twenty-eight tank cars derailed.

(6.) Locomotive Unit 4129 had been malfunctioning by shutting itself down on the day of the derailment. It had shut down three times prior to the derailment occurring and had to be restarted each time by the engineer. Following the derailment it was found to be shut down again.

(7.) The train had insufficient power to pull the grade into Crestview from Yellow River Bridge.

(8.) This derailment occurred because of a large compressive force generated between the thirty-sixth and thirty-seventh *1026 cars which was caused by one or a combination of the following: A. Excessive train tonnage, B. Improper train handling.

The tract in the area of the Yellow River trestle crosses sag and dip terrain. In addition, the path taken by the train required it to negotiate a two degree curve followed by a three degree curve while proceeding downhill to the river. After crossing the trestle, the train began to move uphill, and while doing so was required to negotiate a four degree two minute curve, followed by a four degree fifteen minute curve, then a four degree curve. The train derailed when the lead locomotive was in the vicinity of this final curve.

American Association of Railroads (AAR) and L & N Rules recommend that train speed be reduced prior to entry into such an area. The rules also recommend that no brake applications be made in such an area so as to prevent excessive slack adjustment within the train which could result in breakage or derailment.[2]

The track speed limit prior to entry into the Yellow River trestle area is 49 miles per hour. The speed limit within the Yellow River trestle area is 35. Witnesses testified that the train was travelling in excess of 55 miles an hour prior to its entry into the Yellow River trestle area.

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Bluebook (online)
445 So. 2d 1023, Counsel Stack Legal Research, https://law.counselstack.com/opinion/louisville-nashville-r-co-v-hickman-fladistctapp-1983.