Crist v. Minneapolis, St. Paul & Sault Ste. Marie Railway Co.

202 N.W. 57, 162 Minn. 1, 1925 Minn. LEXIS 1426
CourtSupreme Court of Minnesota
DecidedJanuary 30, 1925
DocketNo. 24,185.
StatusPublished
Cited by7 cases

This text of 202 N.W. 57 (Crist v. Minneapolis, St. Paul & Sault Ste. Marie 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
Crist v. Minneapolis, St. Paul & Sault Ste. Marie Railway Co., 202 N.W. 57, 162 Minn. 1, 1925 Minn. LEXIS 1426 (Mich. 1925).

Opinions

Wilson, C. J.

Plaintiff George Dubois owned a Ford car. His brother-in-law, Lester Crist, operated the car while Dubois was riding with him. Each brought a separate action against defendant involving the same accident as well as the same questions of fact and law. By stipulation they were consolidated and tried together. It was stipulated upon the trial that the defense of contributory negligence, if established by the evidence, applied equally to the case of each plaintiff, and if the jury should find, or the court should hold, that Crist was guilty of contributory negligence, such negli *3 gence would be attributable to Dubois, even though: Dubois was himself not negligent. Each plaintiff was given a verdict. Defendant appeals from an order denying its alternative motion for judgment or for a new trial in each case.

Plaintiffs were traveling south on Wisconsin State Highway No. 35 when their car crashed through the railing of a bridge across defendant’s right of way about 2 miles north of Frederic, Wisconsin, destroying the car and injuring both plaintiffs.

Defendant on this appeal asserts that it was not negligent; that the alleged defect did not exist for a sufficient length of time to charge defendant with notice; that plaintiffs were guilty of contributory negligence as a matter of law; that I the alleged defective condition in the approach to the bridge was not the proximate cause, and that there was error in the charge to the jury.

Plaintiffs’ proofs tended to show: That the highway makes a 50-degree curve to the east as it enters upon the bridge which stood practically east and west; that immediately at the west end of the bridge the traffic had worn the gravel and dirt away so that the bridge had a “square jump up of about six inches up onto the bridge;” that the driver approached at about 15 miles per hour. The plank of the bridge had this 6-inch elevation and the driver testified :

“I didn’t see this until we was right to it, I throwed it in neutral— you do that with your foot, and when we struck it why, it gave her a bound and throwed my foot off of neutral and that throwed it back into high again, and then she swung to the right and I swung it back to the left, and I went to straighten it up and I couldn’t do it, something had gone wrong, I don’t know what it was, and by that time, by the time I found out that there was something had gone wrong with it, we were right close to the other side of the 'bridge * * * the left side. And then I only had about four or five to six feet, something like that, to stop in and I throwed it in neutral and throwed on the brake, but I was too close, and she went down off over the side of the bridge * * * something was wrong there that we couldn’t steer it.”

*4 The evidence shows that the bump was on the left hand side as cars approach the bridge and that the “hole” was in the left hand track and that the plank in the right hand track was up only about from 2 to 3 inches. The “hole” in the left hand track was there “off and on for two years that wasn’t good there.” One witness testified that the patrolman put sand in the hole occasionally and that would last probably for half an hour when cars were present in large numbers. He gave his judgment that the hole was caused by the cars hitting the bridge on a swing and throwing the dirt out. The approach was on a curve so that the left wheel met the plank ahead of the right wheel. Several hundred cars travel this road daily. The bridge is 112 feet long. It projects at the west end 7.2 feet off of the right of way and at the east end 5.3 feet. The bridge itself was good, strong and substantial and in all things suitable for a bridge. It was built in 1911 by defendant at which time defendant graded the highway up to the bridge. Then the town took care of the highway and defendant did nothing about the highway thereafter. In 1917 the highway was made a county road. In that year defendant, at the request of the road commissioner of the town, lowered the west end of the bridge 2.7 feet to lessen the grade of the highway. When the bridge was lowered the town fixed the approach. The town authorities cared for the highway until 1918 when it was made a state highway and since then it has been maintained by a state patrolman whose duty was to keep filled all depressions, keep all loose and bad places in condition so that the public can travel in safety and to maintain the road to the best of his ability. He has team, wagon, grader and the usual hand tools.

Defendant’s claim that plaintiffs were guilty of contributory negligence as a matter of law cannot be sustained. There are many facts and circumstances that might have justified the jury in finding' that plaintiffs were guilty of negligence, but the jury declined to so find. The physical facts supported this claim, but there was evidence sufficient to sustain a finding either way. An extended discussion of the evidence is useless.

*5 The interesting question in this case is the one of defendant’s liability for maintenance of the approach to the bridge.

Plaintiffs pleaded and proved section 1836 of Wisconsin Statute 1921, found in Volume 2, p. 1542, and alleged that defendant’s violation of this statute caused the injuries. It is doubtful if the language of the statute can be construed to meet plaintiffs’ necessities in this case. But, aside from that, this statute has no application to a separated crossing. The statute is an old one and was passed at a time when the separation of crossings was little thought of, if at all. The scheme of separate crossings has subsequently developed incident to increased population, activities, commercial growth, heavy traffic, automobile transportation, all multiplying crossing dangers. This has been met by appropriate legislation dealing directly with separate crossings. Section 1836 has reference exclusively to the ordinary grade crossing. Application of Kaiser, 171 Wis. 40, 174 N. W. 714, 176 N. W. 781. This statute is out of the case, and we must look to the common law to learn the duty of defendant under the circumstances.

Lord Coke has said of a bridge and the adjacent highway that “one of them as it were depending upon the other.” [2 Coke’s Inst. p. 705.] At common law the charge of repairing the highways at the end of a bridge was considered as belonging prima facie to the party charged with the repair of the bridge itself. The King v. The West Riding of York, 7 East, 588, 598. In recognition of this duty at common law some difficulty was apparently experienced to determine just where the approaches to a bridge began and the highway commenced, and, to eliminate such confusion, St. 22 Henry VIII, c. 5, was passed in 1530, requiring the person charged with the maintenance of the bridge to repair that portion of the highway (approaches) which lies next adjoining to any ends of bridges distant from the said ends by the space of 300 feet. This reduced to a more convenient certainty what should in all cases thereafter be considered the extent and charge upon the owner of the bridge. Com. v. Inhabitants of Deerfield, 6 Allen (Mass.) 449; Whitcher v. City of Somerville, 138 Mass. 454.

*6 In State v. St. P. M. & M. Ry. Co. 35 Minn. 131, 28 N. W. 3, 59 Am. Rep.

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Cite This Page — Counsel Stack

Bluebook (online)
202 N.W. 57, 162 Minn. 1, 1925 Minn. LEXIS 1426, Counsel Stack Legal Research, https://law.counselstack.com/opinion/crist-v-minneapolis-st-paul-sault-ste-marie-railway-co-minn-1925.