Norfolk & Western Railway Co. v. Greenfield

244 S.E.2d 781, 219 Va. 122, 1978 Va. LEXIS 168
CourtSupreme Court of Virginia
DecidedJune 9, 1978
DocketRecord 770258
StatusPublished
Cited by10 cases

This text of 244 S.E.2d 781 (Norfolk & Western Railway Co. v. Greenfield) is published on Counsel Stack Legal Research, covering Supreme Court of Virginia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Norfolk & Western Railway Co. v. Greenfield, 244 S.E.2d 781, 219 Va. 122, 1978 Va. LEXIS 168 (Va. 1978).

Opinion

COMPTON, J.,

delivered the opinion of the Court.

On July 30,1974, Charles Wilbur Greenfield was killed when the 1963 Ford station wagon he was operating was struck by a Norfolk and Western Railway Company train at a rural railroad crossing in Warren County. In this death by wrongful act suit instituted against N & W by Greenfield’s administratrix, the court below, overruling post-trial motions, entered judgment on a $350,000 jury verdict in favor of the plaintiff.

To the November 1976 final order, we granted the railroad’s petition for a writ of error, which raised a number of issues. In the view we take of the case, however, we will address only whether there was sufficient evidence to create a jury issue that the statutory train signals were not given and whether the plaintiff’s decedent was guilty of contributory negligence as a matter of law.

The undisputed facts will be viewed, of course, in the light most favorable to the plaintiff, who is armed with the verdict of a jury approved by the trial judge. The accident occurred at the community of Success where State Route 661, a gravel road running east and west, was crossed at right angles and at the same level by a single north-south track of the railroad. The motor vehicle was eastbound, the train northbound. The time was 6:35 a.m. The weather was foggy.

There were no electrical or automatically operated protection devices installed at this public crossing. On the road just east of the track was a crossbuck warning sign with the inscription “railroad crossing” facing both east and west.

In the immediate area of the crossing, the track ran in a slight “cut”, that is, the terrain adjacent to the railroad right-of-way was at a level above the bed of the track. At the time, within 100 feet south of the crossing, and west of the track, there was “some foliage” and shrubbery on the fenced right-of-way, which was 66 feet wide. Viewing the photographs introduced in evidence, the height of that growth was approximately two feet. Also within 100 *125 feet of the crossing, and west of the rails, two trees were “setting up next to the fence... between the fence and the railroad tracks.” The trunk of one tree, however, according to the testimony, was approximately six feet from the track, with the foliage of that tree beginning about 12 feet above the ground. The distance south of the crossing of these two trees is not precisely fixed by the testimony, except that one was described to be “on the corner”, presumably the southwest corner of the intersection. The photographs show such a tree near the west fence line and just south of the road, but its trunk is located at a much greater distance than six feet from the track.

Greenfield, a 30-year-old sheet metal worker, left his home ten minutes before the accident on the way to his place of employment in Fairfax. According to his widow’s testimony, he had traveled this same route to and from his place of work during an earlier two-year period when he was working in Front Royal. His wife variously described the weather that day as being “a little foggy”, “pretty foggy” and “a heavy fog,” at the time he left home.

As Greenfield drove toward the crossing, the train had been traveling from Front Royal in “patchy fog”. It consisted of three diesel engines and 44 freight cars; it was 2,500 feet long and weighed approximately 2,842 tons. The engineer was sitting in the lead engine on the right side about 12 feet from the front of the train. The brakeman was sitting in a corresponding position on the left of the engine.

As the northbound train reached the top of a hill approximately 2,300 feet south of the crossing, it began descending a long grade which stretched to the crossing. The percentage of grade is not shown by the evidence. At that time the train’s speed was 40 miles per hour with the engineer endeavoring to maintain the speed below a 50-mile-per-hour limit established for that area by the railroad. The engine’s headlight, affixed 11 feet above the rails, was burning. The total height of the engine was approximately 12 feet.

The train’s engineer and brakeman both testified that a bell and whistle (actually an air horn) were activated by the engineer as the train reached a whistle board, located 1,400 feet south of the crossing. According to the engineer, from that point to the crossing, he gave a continuous whistle signal comprised of “two longs, a short, and a long.” He said that the bell was likewise sounded *126 continuously during that same distance, the ringing of the bell being started by pushing “over” a lever which “stays over until you manually push it back off.”

The train continued toward the crossing at 40 miles per hour, having run into a fog bank which extended from a point 600 feet south of the whistle board all the way to the crossing. The “first indication” to the engineer of “trouble” was when the “brakeman put the train in emergency.” The engineer never saw Greenfield’s vehicle.

The brakeman testified that from his vantage point on the left of the train he could see ahead about 50 to 75 feet as the train approached the crossing. He stated that the weather was “foggy and you couldn’t see very good.” He further testified that when the train, still traveling at 40 miles per hour, was 75 feet from the crossing he first observed the station wagon as it became visible in the train’s headlight. The vehicle was then moving toward the track about 18 feet west of the rails at a speed not revealed by the evidence. The brakeman related that he immediately “throwed the train in emergency”. The evidence showed that ordinarily eight or nine seconds elapse before the emergency mechanism takes effect to accomplish any slowing of the train. The brakeman testified that when the train reached the crossing, the vehicle was still moving into its path, and the collision occurred.

The investigating police officer arrived on the scene shortly after the accident and found the station wagon 1,700 feet north of the crossing impaled on the front of the lead engine. The vehicle had been struck on its right side “at approximately where the door and the right front fender meet.” The officer testified that during the course of his investigation, and after the fog had cleared, he examined the sight distance from the crossing along the track. From his position in his vehicle, which was stopped near the track with enough clearance “so as not to be struck by a train,” the officer stated he could then see “approximately half a mile” in a southerly direction.

Hilton Grubbs, who was in bed in his home located on the southwest corner at the crossing, testified that:

“I heard the whistle blow and I heard it move across the crossing, that’s all I heard.”

He stated that he did not know at what point the whistle commenced sounding. When asked whether the train was making any *127 other noise, Grubbs answered that “[i]t always makes a noise when it goes by there, picking up slack and so forth”, explaining:

“Down below my place is all going downgrade. When they get along about my place, well then naturally they’re taking up slack and the train is jerking and snapping and you can’t tell when it hits anything. It all sounds alike.”

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Bluebook (online)
244 S.E.2d 781, 219 Va. 122, 1978 Va. LEXIS 168, Counsel Stack Legal Research, https://law.counselstack.com/opinion/norfolk-western-railway-co-v-greenfield-va-1978.