Robin Express Transfer, Inc. v. Canton Railroad

338 A.2d 335, 26 Md. App. 321, 1975 Md. App. LEXIS 475
CourtCourt of Special Appeals of Maryland
DecidedMay 28, 1975
Docket467, September Term, 1974
StatusPublished
Cited by15 cases

This text of 338 A.2d 335 (Robin Express Transfer, Inc. v. Canton Railroad) is published on Counsel Stack Legal Research, covering Court of Special Appeals of Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Robin Express Transfer, Inc. v. Canton Railroad, 338 A.2d 335, 26 Md. App. 321, 1975 Md. App. LEXIS 475 (Md. Ct. App. 1975).

Opinion

Moore, J.,

delivered the opinion of the Court.

This appeal arises out of a collision which occurred at approximately 4 a.m. on September 29, 1972 at a railroad crossing on North Point Boulevard in Baltimore County, involving a locomotive owned by appellee, Canton Railroad Company (Canton), and a tractor-trailer owned and operated by appellant, Robin Express Transfer, Inc. (Robin). Canton filed suit against Robin based upon negligence in the truck’s alleged failure to stop for a red traffic signal. Robin filed a counter-claim against Canton alleging that the railroad was negligent in failing to maintain the automatic signals in properly functioning condition. The case was submitted to a jury in the Circuit Court for'Baltimore County (Raine, J., presiding) on two issues calling for a determination of whether there was negligence on the part of Canton or Robin, or both. 1 The jury found that both parties were *323 guilty of negligence contributing to the happening of the accident. A motion by Robin for a new trial was denied. The trial court, however, granted Canton’s motion for judgment n.o.v., entering judgment in favor of Canton for $6,293.55 on its own claim and also in favor of Canton on Robin’s counterclaim. From this judgment Robin appeals, seeking a reversal and reinstatement of the original jury verdict.

I

The accident occurred at a point where Canton’s single track railroad, running east and west, intersected with North Point Boulevard (State Route 151), a major traffic artery consisting of two northbound and two southbound lanes separated by a 34 foot wide grass median. The posted speed limit was 55 miles per hour. At the intersection of the highway and the track there were two crossarm signals. 2 There were also yellow and black railroad crossing signs located on North Point Boulevard approximately 300 feet north and south of the crossing. The most important signal system, however, and the focal point of Robin’s allegations of negligence, consisted of four automatic traffic signals, one over each northbound and southbound lane of traffic, controlled by an electrically wired system connected to the railroad tracks.

These traffic signals were designed to remain green for vehicular traffic on the Boulevard and change from green to yellow to red when a train approached the crossing from either direction; and to stay red until the entire train had proceeded completely beyond the intersection. Three fully independent, battery-powered circuits controlled three separate sections of the railroad track circuit IT controlled that part of the track between a point about 220 feet west of the highway and a point about 26 feet west of the highway; circuit 3T controlled a like section of track east of the highway; circuit 2T spanned the area from 26 feet from the edge of the road on either side of the intersection, including *324 the entire part of the track crossing the north and south roadbeds of the Boulevard.

When a train approached from the west it would, at a point about 220 feet from the first southbound lane of the road, complete the circuit (IT) by contact with the rails which were wired to a battery. The battery well was located approximately 10 feet from the tracks with wires running underground and emerging at the tracks in an electrical connection. By shorting the circuit the train activated the four traffic signals to change from green to yellow to red. Simultaneously with the traffic signal turning red, the circuit activated a separate signal — visible only to the train and located on a pole about 20-30 feet from the intersection — causing it to change from red to green, thereby indicating to the train engineer that it was safe to enter the intersection.

This process whereby the highway traffic signal turned red (and the train signal turned green) took approximately 5 seconds from the train’s first contact with the wired track, according to testimony by Canton’s mechanic.

Finally, as a safety measure, the system was so designed that if a battery went dead or lost its voltage the system would “fail-safe” by causing the vehicular traffic signals to turn red and remain red. This had been observed to happen occasionally in the past.

Just before the accident the Canton train, pulling nine freight cars, was proceeding eastward toward the intersection with North Point Boulevard, as it did about three times a week. It had rained previously and the weather was still “misty” but the engineer said that visibility was good. As the train approached the road the engineer testified that he sounded the bell (air operated) when he was 50 to 60 feet away from the road, that the bell remained on continuously and that the horn was blasting up to the time of impact. The double headlights were on, mounted on the top part of the locomotive and affording illumination “at least a half a block.” In addition, the locomotive’s “ground lights” were operating which “shine down to the ground and takes and shows [sic] the whole lower part of your locomotive.” *325 The engineer also testified that he noticed that the signal light for the train was red and did not turn green until the train was 10-15 feet from the signal pole, or about 30-40 feet from the road. 3 The train was at that point traveling at 2-3 m.p.h.

When the signal light turned green the engineer said that he also saw, by the reflected light, the Boulevard traffic signal turn from green to yellow to red. At that time he began to release the brake and the train accelerated somewhat to about 4 m.p.h. as it reached the road.

In the meantime, the tractor-trailer, proceeding northbound from Sparrows Point toward Baltimore in the inside lane, was also approaching the intersection and its headlights were seen by the engineer and his helper in the cab of the locomotive. The truck was then “several hundred feet away” and they assumed it would stop. The truck continued, however, and collided with the 250,000 pound locomotive in the last northbound lane of the Boulevard. The engineer and his helper described it as a “terrible impact” which “raised up” the cab, throwing the crewmen to the floor. When the engineer arose, he threw the emergency brake, stopping the train about 168 feet east of the point of impact. The helper estimated that at the time of impact the train was going 10-12 m.p.h. There was no testimony as to the truck’s speed but the investigating officer, William Pulaski of the Baltimore County Police Department, called as a witness by Robin, testified that there were no skid marks. The driver of the truck was fatally injured and the only eyewitness testimony of the collision came from the train crewmen.

Officer Pulaski testified that he arrived on the scene at 4:07 a.m., approximately seven minutes after the accident. The traffic lights governing vehicular traffic were red. He *326 gave the dimensions of the median, the traffic lanes and shoulders as 34 feet, 12 feet and 8 to 10 feet, respectively.

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Bluebook (online)
338 A.2d 335, 26 Md. App. 321, 1975 Md. App. LEXIS 475, Counsel Stack Legal Research, https://law.counselstack.com/opinion/robin-express-transfer-inc-v-canton-railroad-mdctspecapp-1975.