Teets v. Chicago, South Shore & South Bend Railroad

137 F. Supp. 340, 1955 U.S. Dist. LEXIS 2314
District Court, N.D. Illinois·Decided December 5, 1955·No. No. 54 C 92·Published

Opinion

CAMPBELL, District Judge.

This is an action under the Federal Employers’ Liability Act, 45 U.S.C.A. § 51 et seq., for injuries sustained by Otis P. Teets, an employee of the defendant railroad. Defendant’s motion for a directed verdict at the close of all the evidence was taken under advisement pending the return of the jury’s verdict. The jury found the defendant guilty and assessed the plaintiff’s damages at $8,500. The defendant now moves, pursuant to Rule 50(b) of the Federal Rules of Civil Procedure, 28 U.S.C.A., to have the jury’s verdict, and the judgment entered thereon, set aside and to have judgment entered in accordance with its motion for a directed verdict. This motion has been fully briefed by the parties.

The plaintiff has been employed by the defendant for a period of 28 years. During this time, he has served exclusively as an engineer on defendant’s trains. Tr. 61. On March 4, 1952, the plaintiff was operating defendant’s Train No. 29, as he had done for about 4 years, when said train collided with the rear of defendant’s Train No. 203 in the station located at Gary, Indiana. Tr. 62, 78.

On the night of the accident, Train 29 left the Randolph Street Station,. Chicago, at 5:17 P.M. Tr. 157. Train 203 had departed from the same station about 9 minutes earlier. Train 29 proceeded along its way eastbound towards South Bend, Indiana, there being no scheduled stops between Calumet City and Gary. Upon reaching what is called the Pennsylvania overhead (where defendant’s tracks proceed over the Pennsylvania Rail Road tracks, which run north and south at the overhead), it was dark, and it had been raining, sleeting and snowing, although it had stopped. Tr. 71.

Between the Pennsylvania overhead and the station at Gary, there are four signals controlling the approach of eastbound trains. There are, going east, a signal just east of the overhead, signal 593 at Marshall Street, signal 591 at Monroe Street, and what is called a “low switch stand” signal which is located just west of a switch located immediately west of the station. Signals 593, 591, and the low switch stand signal are of particular importance in this case.

It might be helpful, at this time, to describe the general area involved herein, the physical aspects of the signals and what the various colors displayed thereon mean to an engineer as he approaches each signal.

Signal 593 is approximately 21 feet high. On the top of the mast is an order board with three units in line in a vertical position. The top unit is about 18 feet above the rails while the bottom unit is about 16 feet. D.’s Ex. K. The top unit is green, the middle is yellow and the bottom unit red. D.’s Ex. E. Rule 10 of the defendant’s operating rules states that red is an indication to stop; yellow, to proceed at restricted speed; and green, an indication merely to proceed. Signal 593 is located approximately 4,565 feet west of signal 591 on defendant’s eastbound main line. D.’s Ex. K.

Signal 591 is identical to signal 593 except that there is an additional order board about 3 feet below the top order board. The lower order board consists of two units in line in a vertical postion. The top unit is about 12 feet above the ground and the lower unit about 11 feet. D.’s Ex. K. The top unit on the lower board is yellow and the lower unit, red. D.’s Ex. E. If the signal on the top order board is yellow, the signal on the lower order board would be red, and an engineer would expect the eastbound main line to be clear. Tr. 51. If the signal on the lower order board is yellow, the signal on the top order board would be red, and an engineer would expect the switch immediately west of the Gary station to be lined so that an eastbound train would proceed off the eastbound main line onto track 2 at the Gary station. Tr. 54. It should be parenthetically observed here that Train 203 was standing on track 2 [343]*343at the time of the collision. If the lower board displayed yellow, then it was the engineer’s duty,-under the rules, to proceed under restricted speed. Tr. 54. Signal 591 is located approximately 639 feet west of the low switch stand signal. Tr. 310; D.’s Ex, K,

The low switch stand signal is approximately 3 feet high. D.’s Ex. E. This signal indicates the position of the switch leading eastbound trains into the station at Gary. If the switch,is open, the signal at the low switch stand would be red and an engineer of a train travelling east on the eastbound main would expect to proceed over the switch onto track 2. Tr. 55. Conversely, if the switch is closed, the signal at the low switch stand would be green and a train going east on the eastbound main line would proceed over the switch and remain on the eastbound main. The low switch stand signal is approximately 392 feet from the west edge of the south platform of the station. Tr. 310. Track 2 runs north of the south platform and the eastbound main track runs south of the platform. D.’s Ex. K.

Mr. Teets, the plaintiff, testified that as he came down the Pennsylvania overhead, he observed signals 593 and 591 to be green. The engineer’s position on the defendant’s trains is to the right of center on the lead car, much like the position of a motorman on Chicago’s elevated-subway trains. The plaintiff testified that, after passing signal 593, and at about 300 feet west of Monroe Street, his attention was drawn to an automobile which was standing, going south, on the westbound track at Monroe Street and that there were some men trying to push the car off the track. Tr. 73, 74, 161. As he passed signal 593, the plaintiff was travelling at -about 45 miles an hour, the maximum authorized speed over the streets and alleys in Gary. Tr. 32. The plaintiff testified that about 250 feet from signal 591 at 'Monroe Street, he observed this signal to be green, but that as he passed 591, he “got a glimpse” of yellow from the signal block. Tr. 75. At this time, Train 29 was travelling at about 35 miles an hour, the plaintiff having begun to brake his train, preparing to stop at the Gary station. Tr. 163, 76. At signal 591 a 3° curve in the trackage begins. Tr. 310. The plaintiff admitted going around this curve- up to a point between 200 and 260 feet from the low switch stand signal when he observed that signal to be red. Tr. 164. He testified that he then applied the emergency brake, but-that the train continued past the open switch and collided with the rear of Train 203 which had been standing at track 2 at the station. On cross-examination, the plaintiff further admitted that, although he saw a “glimpse” of yellow at signal 591, he continued to within 200 feet from the red low switch stand signal without knowing exactly what color was displayed at the signal 591. Tr. 167. At the time of the collision, Train 29 was travelling at about 12 miles an hour. Tr. 165. The point of collision was on track 2 somewhere between the low, switch stand and the west end of the south platform of the Gary station.

Mr. Paul Luscomb, a carmen’s helper employed by the defendant, was called as a witness for the plaintiff. He testified, on direct examination, that he was operating the switch leading into the Gary station on the night in question. Tr. 100. He admitted that he had never taken an examination to qualify him as a carmen’s helper. Tr. 101. He testified that, on the night in issue, he had lined the eastbound main so that Train 203 would proceed onto track 2. Tr. 101. After lining the eastbound switch, he went over to lino a switch on the westbound main so that two cars could be brought in onto track 2 and coupled to the back end of Train 203.

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Teets v. Chicago, South Shore & South Bend Railroad, 137 F. Supp. 340, 1955 U.S. Dist. LEXIS 2314 (N.D. Ill. 1955).

137 F. Supp. 340 (Teets v. Chicago, South Shore & South Bend Railroad) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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