Bigo v. Duluth, Missabe & Iron Range Railway Co.

115 N.W.2d 230, 262 Minn. 471, 1962 Minn. LEXIS 731
CourtSupreme Court of Minnesota
DecidedMay 11, 1962
Docket38,415
StatusPublished
Cited by5 cases

This text of 115 N.W.2d 230 (Bigo v. Duluth, Missabe & Iron Range Railway Co.) is published on Counsel Stack Legal Research, covering Supreme Court of Minnesota primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bigo v. Duluth, Missabe & Iron Range Railway Co., 115 N.W.2d 230, 262 Minn. 471, 1962 Minn. LEXIS 731 (Mich. 1962).

Opinion

Frank T. Gallagher, Justice.

Appeal from a judgment entered pursuant to an order of the district court granting the motion of defendant for judgment notwithstanding the verdict.

This case involves an automobile collision with defendant’s train. The facts as set out in plaintiff’s brief are not materially questioned by the defendant except to enlarge and comment upon certain factual references. Briefly, they are as follows: Plaintiff, a belt repairman employed by the Pacific Isle Mining Company, left his home at Goodland in northern Minnesota at about 5:15 a. m., July 20, 1959, 1 to go to the Wacootah Mine about 49 miles away. He was driving his 1957 automobile. Although the steel strike had been on since July 14, he was called back to work on July 20. Prior to the strike he had participated in a car pool with five or six other employees of the mining company living in Goodland; each employee would drive about once a week.

On the morning of July 20 he drove over the usual route he had traveled with members of the pool. As he drove from his home that morning, plaintiff said that he encountered fog on several county highways and finally on County Highway No. 25, an 8-mile road connecting Highways Nos. 216 and 169. County Highway No. 25 has a blacktop surface with a 24-foot paved portion and runs generally north and south. Plaintiff testified that when he turned north on Highway No. 25 there were places where he could see and other places where the fog “was real thick,” and that from Highway No. 216 to the site of the accident there was another place where the fog was “thick so you didn’t have too good a vision.”

Defendant has two railroad crossings on Highway No. 25 about *473 six-tenths of a mile apart, each running in a general east and west direction and each intersecting Highway No. 25 at almost right angles. The crossing involved here was the more northerly one. There were three railroad warning signs for drivers going north as they approached from the .south the crossing under consideration. The first was a 30-inch circular sign with two black letters “R R,” 6 inches high and 1 inch thick, on a yellow background. This sign was located to the right of Highway No. 25 going north, about 22 feet from the center of the highway and 860 feet south of the center of the railway crossing where the collision occurred.

The second sign was diamond shaped, having 5-foot 11-inch sides with black letters “Railroad Crossing Stop 400 Feet” on a yellow background, located 400 feet south of the crossing involved; it was about 20 feet 8V2 inches from the highway center to the closest point of the sign. It was installed by the defendant on January 9, 1959. 2 The third sign was a “crossbuck” sign with the words “Railroad Crossing” painted on a white board with black letters and below it was a steel “Stop” sign, 2 feet across and 2 feet in either direction. The lower edge of the crossbuck was 6 feet 5 inches above the crown of the highway and each arm was 4 feet long. It was located on the south side of the track about 21 feet to the right of the center of Highway No. 25, driving north.

South of the crossing as one travels in a northerly direction, the highway rises. At about 1,100 feet from the crossing it reaches a high point or “peak of a hill,” approximately 14 feet above the tracks. The road remains level for 400 feet and then descends to the railroad crossing on an average 2-percent grade. The railroad from the left also descends towards the crossing on a grade of 6 inches for each 100 feet of track. Both the train and plaintiff in his car were going somewhat downgrade at the time they approached the crossing.

In the southwest quadrant area of the crossing intersection were some trees and brush. The eastern edge of the brush was about 100' feet west of the crossing and the westerly edge about 400 feet. There *474 was testimony from a civil engineer of the railroad, who prepared .some scale maps, that there were certain areas where a driver’s vision might be obstructed by the trees.

Plaintiff recalled crossing the first set of defendant’s tracks on Highway No. 25. He said there was some fog around that crossing but “you could see plain enough,” and the fog did not obscure any of the warning signs at that crossing. He then continued north on Highway No. 25, where he encountered another thick fog bank. He said he was driving between 30 and 35 miles per hour when he was coming up to that bank and that before he got into it he saw no railroad warning signs and that he reduced his speed to about 10 or 15 miles per hour after entering it. He claimed that the fog was so dense that he was just watching the edge of the blacktop, while driving at that speed; that he could see about 25 to 30 feet ahead and that the density of the fog continued from the time he entered that bank until the time of the accident. When asked if he knew that the railroad crossing was in that fog bank, he said that he knew there was another crossing in the vicinity but not “just where it was” as he thought it was a mile or two from the first crossing. (It was six-tenths of a mile.)

He stated on direct examination, when questioned as to how the accident happened:

“I was just going along 10 or 15 miles per hour and all at once from out of that fog a big object appeared, and I slammed on my brakes and I pulled my steering wheel to the right and I figured I was practically to a stop and something hit me and that was all I remember.”

Plaintiff said that when he applied his brakes the object with which he collided was about 25 or 30 feet away; that his car was practically at a stop before it was struck; that his visibility was 25 to 30 feet; that in the fog before the collision he saw no railroad warning signs south of that crossing but that he knew there were some and looked for them; that at no time prior to the accident did he hear any train whistle or bells or see any lights, but the sun was out at the time. He said that he had his car window partially open; that his car radio was *475 not on; and that his car’s headlights were on — whether bright or dim, he did not know — but they did not help him see anything. 3

There was evidence introduced in behalf of plaintiff that the railroad crossing was in a low swampy area and often blanketed with fog until after sunrise. Considerable testimony was presented about fog conditions, particularly at the crossing, during the years 1957, 1958, and prior to the accident in 1959.

Several employees of the mining company who traveled that route to and from their work during those years testified generally to the effect that the fog was thick at times — once or twice a week; that during the times when fog was encountered around the crossing there were occasions when it would obscure and conceal the three railroad warning signs; that some of the witnesses on occasions had gone over the crossing without knowing it due to the heavy fog; and that whenever fog was found on Highway No. 25 it was always at the crossing where this accident happened.

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Related

Brubaker v. Hi-Banks Resort Corp.
415 N.W.2d 680 (Court of Appeals of Minnesota, 1987)
Gagnier v. Bendixen
439 F.2d 57 (Eighth Circuit, 1971)
Hanson v. Duluth, Missabe & Iron Range Railway Co.
124 N.W.2d 486 (Supreme Court of Minnesota, 1963)

Cite This Page — Counsel Stack

Bluebook (online)
115 N.W.2d 230, 262 Minn. 471, 1962 Minn. LEXIS 731, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bigo-v-duluth-missabe-iron-range-railway-co-minn-1962.