Baker v. Pennsylvania Railroad

85 A.2d 416, 369 Pa. 413, 1952 Pa. LEXIS 282
Supreme Court of Pennsylvania·Decided January 7, 1952·No. Appeals, 146 and 147·Published·Cited by 19 cases

Opinions

Opinion by

Mr. Justice Jones,

The plaintiff as administratrix of her deceased husband’s estate brought suit under the Wrongful Death and Survival Acts to recover damages for his death in a grade crossing accident allegedly due to negligence of the defendant railroad company. The jury returned verdicts for the plaintiff, the amounts whereof are not questioned. The defendant filed motions for judgments n.o.v. on the ground that the plaintiff’s decedent was guilty of contributory negligence as [415] a matter of law. The court en banc sustained the motions and, accordingly, entered the judgments for the defendant from which the plaintiff took these appeals.

It is conceded here, as it was below, that the evidence was sufficient to carry the case to the jury on the question of the defendant’s negligence. The sole inquiry is whether the plaintiff’s decedent was guilty of contributory negligence as a matter of law. In answering that question, we necessarily take the evidence and all reasonable inferences therefrom most favorable to the plaintiff. So viewed, the following are the material facts.

As the plaintiff’s husband was driving a bakery delivery truck over the River Road grade crossing of the defendant company’s four track railroad in the village of Haysville, eleven miles west of Pittsburgh, he was struck on the fourth track over by a passenger train travelling westward at a speed of 65 miles per hour and was killed instantly. The accident occurred at 6:15 P.M. on December 20, 1947. It was dark at the time. The weather was “fairly clear”; there was some smoke and mist in the air. The railroad, at the place of the accident, runs in a generally east-west direction and more or less parallel to the Ohio River which is approximately 200 feet to the south of the railroad. River Road extends from the river in a northerly direction across the railroad at right angles and then across the Ohio River Boulevard, a four-lane “very much travelled highway” which lies immediately north of and parallel to the railroad; the distance between the southerly curb of the Boulevard and the northernmost rail of the tracks is about 28 feet at the location of the crossing. The width of the separation between the highway and the railroad diminishes as they extend eastward. From the south, the tracks are numbered 1, 2, 3 and 4: No. 1, being the eastbound passenger [416] track; No. 2, the eastbound freight track; No. 3, the westbound freight track; and No. 4, the westbound passenger track.

Going north, River Road ascends steeply to the railroad crossing, the average grade for the 40 feet immediately south of the No. 1 track being approximately 14 per cent. The last 10 feet rise even more steeply. Because of the angle at which the hood of an automobile, approaching the crossing from the south, is elevated, it is impossible for a driver to see a man standing in the middle of the road at the far side of the crossing. That situation continues until the vehicle is leveled off on track No. 1. The driver’s view to the east, approaching the crossing from the south, is similarly obstructed by the rising elevation of the road as well as by a number of industrial buildings and a passenger shed which, at the time of the accident, stood within 14 feet of the south (or outside) rail of track No. 1 and close by the road. From this point, the view to the east is further interfered with by a series of telegraph poles planted on a line parallel to the tracks 8 feet south of the southernmost rail. From about 10 feet south of and onward to the crossing a driver had a fairly uninterrupted view of the track to the east for approximately 1400 feet, and at certain points along the road back to about 20 feet south of the crossing a clear view of the tracks to the east could at times be had between various obstructions. To the west of the crossing at a point 170 feet distant, the tracks curved to the left so that, from a point 10 feet south of the south rail of the No. 1 track at the crossing, a train approaching from the west on that track could be seen for a distance of only 700 feet. Further difficulty attended an approach to the crossing from the south at nighttime because of the confusing background to the east created by the lights of cars moving westward along the Ohio River Boulevard; and loud noises from the heavy forging hammers [417] in the steel mills directly across the river, which were operating at the time of the accident, were plainly audible at the crossing.

In committing himself to the crossing, the deceased was first observed at a point 5 feet south of the south rail of the No. 1 track proceeding at a speed of 5 miles an hour. He continued over the crossing at the same speed; the cartway was rough; he passed safely over the first three tracks and was struck when upon the fourth track. The headlight of the locomotive was dim; no warning of the train’s approach was given. There was on guard at the time a crossing watchman who was standing with lanterns 15 feet north of the north rail of the No. 4 track, that is, across all the tracks and back toward the Ohio River Boulevard. However, the watchman was not visible to the deceased until the latter had leveled off on the No. 1 track.

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Baker v. Pennsylvania Railroad, 85 A.2d 416, 369 Pa. 413, 1952 Pa. LEXIS 282 (Pa. 1952).

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Baker v. Pennsylvania Railroad
85 A.2d 416 (Supreme Court of Pennsylvania, 1952)