Shofner v. Illinois Central Railroad

188 F. Supp. 422, 1960 U.S. Dist. LEXIS 3291
CourtDistrict Court, N.D. Mississippi
DecidedOctober 28, 1960
DocketNo. G-C-30-60
StatusPublished
Cited by4 cases

This text of 188 F. Supp. 422 (Shofner v. Illinois Central Railroad) is published on Counsel Stack Legal Research, covering District Court, N.D. Mississippi primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Shofner v. Illinois Central Railroad, 188 F. Supp. 422, 1960 U.S. Dist. LEXIS 3291 (N.D. Miss. 1960).

Opinion

CLAYTON, District Judge.

This is a suit by Emory M. Shofner against Illinois Central Railroad Company by which plaintiff seeks to recover for personal injuries suffered and property damage sustained by him when his automobile collided with a standing freight train of defendant between 2:30 and 3:00 o’clock a. m. on August 1, 1959. This case was tried to the court, sitting without a jury, on complaint and answer.

1) This collision occurred when the weather was clear and warm at a crossing of defendant’s single line of railway and Mississippi Highway No. 1 in the outskirts of Greenville, Mississippi. At this place the highway runs generally North and South, while the railway runs generally Northeast and Southwest, with the small angles formed by the intersection of the center lines of the highway and railway being slightly less than 58 degrees.

2) This is a four lane highway with a median strip down the middle dividing two South bound lanes from two North bound lanes. Each side, between the median strip and the edge of the highway, consists of 24 feet of concrete surface extended by 10 feet of bituminous surface. Approaching this grade crossing from both the North and the South, the grade of the highway rises gently— almost imperceptibly — over a long distance, making the railway tracks at a slightly_ higher elevation than the highway in both . directions. From a point 700 feet North of the crossing there is a rise of five and eleven one-hundredths feet to the crossing and from a point 700 feet South thereof there is a rise thereto of four and ninety-two one-hundredths feet.

3) Plaintiff approached from the North, traveling South in the right (West) lane for use of South bound traffic. His automobile was a 1959 Super 88 Oldsmobile in almost new condition. It had been purchased by plaintiff about five months before the collision and had been driven about 7,000 miles. Plaintiff was alone in the automobile, and its headlights were on. There is a dispute as to whether these lights were on “low beam” or “high beam” and it is undisputed in this evidence that on high beam the lights of this automobile produced 92,000 candle .power and would light a man in dark clothing 280 feet to the front, while the low beam produced 28,-000 candle power and would light a man in dark clothing 195 feet to the front. Plaintiff testified that his lights were on low beam, and his evidentiary position makes this evidence more persuasive.

4) There is some conflict about the speed at which plaintiff was driving, but the preponderance of the evidence shows that he was not exceeding 45 miles per hour (the posted speed limit for this zone), and, that he did not decrease this speed before the impact.

5) Defendant’s employees were engaged in switching a cut of 34 freight [424]*424cars and this train had stopped on this crossing no more than three minutes before the collision and was motionless when struck. The point of impact was in the right, outside or West lane of the two lanes for South bound traffic and was against a truck of a boxcar, consisting of four solid wheels mounted on two axles. Thus, it is clear that substantially all of the space from the tracks to the bottom of the freight car, in plaintiff’s lane of traffic, was actually occupied by these wheels as he approached and drove into this train. The “low beam” lights of his -automobile undoubtedly shone on these wheels at least 195 feet away. At the time of the collision and for a few minutes prior thereto, another automobile, with its parking lights and tail lights ¡burning, was halted in the inside, left or East lane, of the two lanes for South bound traffic, a few feet North of the track, waiting for the train to clear this crossing. Hence, there was little, if any, appreciable space, beneath the freight car, in the lane being used by plaintiff.

6) The highway at this crossing, in 1957 and early 1958, was converted from a two lane to a four lane roadway, with median strip down the middle, as has been described. This conversion did not change the grade of the highway, and, except for the noted changes, this grade crossing remained in substantially the same condition. At all times pertinent to this case, electrically operated red signal lights were installed and maintained by defendant North and South of this crossing, on the West side of the highway facing South bound traffic and on the East side of the highway facing North bound traffic. Each of these installations consisted of two lights, mounted seven feet above the ground, on a steel pole or standard which was twelve feet in height. Each of these two lights had a round red lens 8% inches in diameter facing oncoming traffic and a white lens facing in the opposite direction. Below the two lights, facing oncoming traffic and attached to the pole or standard was a sign “Stop on Red Signal”. Above the lights, near the top of the pole or standard, was a sign in the form of an X on which appeared the words “Railroad Crossing”. The light installation with which we are primarily concerned, the one facing South bound traffic, was located 15 feet 11 inches West of the pavement and 19 feet % inch from the nearest rail of the track. North of this light installation there was a standard “Mississippi Law Stop” sign, 22 feet West of the edge of the pavement and 37 feet 10 inches North of the North rail, measured parallel to the West edge of the pavement. Measured at right angles to the Northern line of the defendant’s right-of-way, the distance from the nearest rail was 32 feet 9 inches. Section 7775, Mississippi Code 1942, requires that such signs shall be located fifty feet from each grade crossing.

7) The aforementioned red signal lights were automatically placed in operation as a train or cut of cars approached this crossing on defendant’s track. At some distance from the crossing, a switch, as there was movement on the track above it, turned these lights on and they would stay in operation for only a short time, unless the train or cut of cars then moved on closer to the crossing, where there were other switches that would place the lights in continuous operation as long as the train or cars remained on or near the crossing. As the train or cars moved away from the crossing these or similar switch installations would cut the lights off. Thus, these lights would sometimes be in operation when the crossing was not actually occupied by any rolling stock of defendant, but the lights would always operate when such rolling stock was in close proximity to the crossing or actually occupying any part thereof.

8) At night, when these lights were in operation, they could be seen for great distances along the highway, which, for a long distance on each side of this grade crossing, is almost straight. When the lights were operating, they would alternately flash or blink at a rate of from 40 to 45 times a minute. These lights [425]*425were so operating before and at the time of the collision and' had been so operating for more than three minutes before the impact.

9) Slightly more than 700 feet North of this crossing, on the West edge of the highway facing South bound traffic, there was located a standard circular Mississippi State Highway Department reflector type sign, with yellow background and black lettering and marking, warning that there was a railroad crossing ahead.

10) Before this collision, while this grade crossing was in substantially the same condition as it was in the early morning hours of August 1, 1959, except for the widening aforementioned, at least fifteen similar collisions occurred during the hours of darkness.

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Bluebook (online)
188 F. Supp. 422, 1960 U.S. Dist. LEXIS 3291, Counsel Stack Legal Research, https://law.counselstack.com/opinion/shofner-v-illinois-central-railroad-msnd-1960.