Green v. Key System Transit Lines

253 P.2d 780, 116 Cal. App. 2d 512, 1953 Cal. App. LEXIS 1094
CourtCalifornia Court of Appeal
DecidedMarch 5, 1953
DocketCiv. 15352
StatusPublished
Cited by14 cases

This text of 253 P.2d 780 (Green v. Key System Transit Lines) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Green v. Key System Transit Lines, 253 P.2d 780, 116 Cal. App. 2d 512, 1953 Cal. App. LEXIS 1094 (Cal. Ct. App. 1953).

Opinion

BRAY, J.

From a judgment on a jury verdict awarding plaintiff $32,500 for injuries received in a railroad crossing accident, defendants appeal.

Question Presented

Was plaintiff guilty of contributory negligence as a matter of law? The answer depends, in turn, upon the obligation of a vehicle driver approaching a railroad crossing at a blind street intersection.

Facts

It is conceded that the evidence supports the jury’s implied finding of defendants’ negligence. Taking the evidence and the reasonable inferences therefrom most strongly in plaintiff’s favor, as we are required to do (Crawford v. Southern Pac. Co., 3 Cal.2d 427 [45 P.2d 183]), the facts follow. Plaintiff was driving a milk truck at the intersection of 46th Street and Linden Street, Oakland. Linden Street runs generally north and south; 46th Street east and west. The paved portion of 46th Street is 36 feet wide, widening out, however, in the intersection. Linden Street is 130 feet wide, unpaved, except at the intersection. Both the northwest and southwest corners are occupied by buildings constructed up to the property lines. Running north and south on Linden Street are four sets of tracks of the Key System. At the northwest corner is located the Remar Baking Company build *514 ing. From its wall easterly to the first track is approximately 35 feet, roughly one-half of which was a graveled shoulder and the other a graveled or dirt roadway. The line between the shoulder and roadway is not defined. Except at the intersection the railroad bed is unpaved and the rails are laid on bare ties. A police officer characterized the intersection as a blind one. Automobiles were parked on Linden Street in front of the Remar building. Apparently this was customary as plaintiff had seen automobiles parked there before. Approximately 250 to 300 feet north of the crossing the tracks curve. There was a railroad crossing sign, or crossarm, near the curb on the southerly side of 46th Street a short distance from Linden and a white “X” on a black background overhead approximately at the entrance of the intersection. The crossing was practically at grade, the grade, if any, so slight as not to be noticeable. Plaintiff was familiar with the crossing having driven over it for three weeks before. On this occasion he saw the cross-arm and was aware of the tracks as he approached. For three weeks he had been a retail milk route driver for the South Berkeley Creamery. Plaintiff testified the accident happened between 7:55 and 8:00 a. m. The conductor stated it happened at 7:52. Plaintiff operated the milk truck standing up, with the doors open. The truck has gears like an automobile with one difference in gear position. The same pedal operates both the brake and the clutch, the clutch being thrown at a position half way down the pedal. Sehlater, the creamery’s then route foreman, was standing up at plaintiff’s right. Plaintiff testified that he was driving 10 to 15 miles an hour in the short block leading to the intersection. He was going easterly on 46th Street. As he approached he slowed down to 4 to 6 miles an hour before coming out beyond the buildings. Sehlater testified that the truck approached the intersection at not over 15 miles an hour, that it slowed down to 8 to 10 miles an hour and then came almost to a stop at a speed of 4 to 5 miles an hour, at which speed it continued until the occurrence of the accident. Apparently the truck did not stop. Plaintiff also stated that the truck proceeded to the point of impact at 4 to 6 miles an hour, although it had stopped just before it was hit by the train. After coming out into the intersection from between the buildings plaintiff looked to his left (or north, the direction from which the train came). In so looking to the left he drove 10 to 15 feet. His vision was partially cut off by the diagonally parked cars; they blocked his view *515 of the tracks. (In his deposition he denied that they did.) The detail of his testimony on this subject will be given later. He could not say whether when he stopped looking left he had cleared the obstruction or saw the tracks. He then looked to his right traveling about 10 to 15 feet. When he looked to his left again the front of his truck was probably 10 to 12 feet from the nearest track and the train was about 90 to 100 feet away coming towards him on that track. At this position he could not stop his truck before it reached the track. Had he not looked right he would have seen the train up the track. His brakes were in good condition. Neither plaintiff nor Schlater heard any warning whistle or bell until Schlater heard the bell when the train was about 15 feet away. His speed was 4 to 6 miles an hour and it would require 10 to 12 feet to stop. He would have stopped before reaching the track if he had been able to. He immediately stepped on the brake pedal and stopped his truck with the front end over the first rail but not extending to the second rail. When he stopped the train was not quite 49 feet away. He tried to shift into reverse but the train hit the truck and he does not know whether he succeeded. He received serious injuries. As defendant does not challenge the amount of the verdict, it is unnecessary to detail the injuries. Generally Schlater corroborated plaintiff’s testimony, except that he testified that after slowing to 4 to 5 miles an hour the truck’s speed increased to 8 to 10 miles an hour. He also testified that the truck proceeded 4 to 5 miles an hour until the accident. Schlater jumped just before the truck was hit. When they came into the intersection he looked both ways. He does not remember if he first looked left. When he did look left the truck was about 8 feet from the track and the train was two-thirds of the bakery building away from the crossing.

The motorman testified that he blew his whistle 200 to 250 feet from the intersection and sounded the bell for 65 feet from the intersection and 80 to 85 feet from the point of impact. The train could have been going at a speed as high as 27 miles an hour and continued until after he had seen the truck and up to the point 15 to 20 feet from the point of impact when he threw the. train into emergency. He used no power, however. He was going 15 to 20 miles an hour at the moment of impact. It takes 200 feet to stop a train at 20 miles an hour, 300 at 25. He could see the intersection from 250 feet away. He was 60 to 65 feet from *516 the intersection when he first saw the truck which was then 15 to 20 feet from the track. The truck was going 15 to 20 miles an hour, but it slowed down to 5 to 8 miles an hour and rolled on the track at about 2 miles an hour. When the truck was 15 to 20 feet from the track the driver was looking south (the opposite way from the train), and the passenger was looking north, both talking. (Plaintiff and Sehlater both denied they were talking at this time.) He noticed only one diagonally parked car at the point where plaintiff testified there were several. The train conductor testified that the truck was going 10 to 12 miles an hour on approaching and had stopped on the track for about 2 seconds before being hit. Other defendants’ witnesses noted a heavy application of the truck’s brakes, stating that the truck approached at 15 miles an hour, did not slow down and arrived simultaneously with the train.

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Cite This Page — Counsel Stack

Bluebook (online)
253 P.2d 780, 116 Cal. App. 2d 512, 1953 Cal. App. LEXIS 1094, Counsel Stack Legal Research, https://law.counselstack.com/opinion/green-v-key-system-transit-lines-calctapp-1953.