Rohlfs v. Township of Fairgrove

140 N.W. 908, 174 Mich. 555, 1913 Mich. LEXIS 497
Michigan Supreme Court·Decided April 8, 1913·No. Docket No. 64·Published·Cited by 9 cases

Opinion

Steers, J.

This action was brought to recover damages for injuries alleged to have resulted from an accident occasioned by a defective highway in the defendant township of Fairgrove.

Plaintiff recovered a verdict and judgment in the circuit court of Tuscola county, and defendant has removed the proceedings to this court for review, chiefly upon the ground that the undisputed testimony clearly establishes, as a matter of law, that plaintiff was guilty of contributory negligence, and a verdict should therefore have been directed for defendant.

It is conceded by defendant’s counsel that plaintiff’s testimony was sufficient to clearly raise an issue for the jury upon the negligence of defendant in not maintaining the highway in question in a reasonably safe condition for travel at the point where the accident is alleged to have occurred; but, regardless of that issue, it is contended that plaintiff was perfectly familiar with the locality and its condition, and by his own testimony discloses such contributory carelessness at the time and place of the accident as to preclude recovery.

Plaintiff, a farmer, 41 years of age, is a resident of Fairgrove township, Tuscola county, where he has spent most of his life. His home at the time of the accident in question was on his farm, situated about 4£ miles east of the village of Fairgrove on a public highway extending from said village to and beyond his home. A culvert or-bridge with cement abutments and plank floor, between [557] five and six feet wide, with no railings on the sides, crossed this highway at a point about one-half mile west of his home and four miles east of the village. It spanned a county ditch which, running along the north side of the highway from the west, crossed to the south side at that point, continuing on to the east along the south side of this highway. At the angles where the ditch turned in crossing, the water had washed out the earth, enlarging the channel so as to form what the witnesses called “holes” on each side of the road at each end of the culvert ; the one on the south side being deepest and largest. The ditch at the south end and east side of the culvert was between six and eight feet deep. This hole or washout at the southeast corner of the culvert extended from the face of the abutment into the wrought portion of the road 3 feet 9 inches, and easterly 6 or 8 feet, dropping down 18 inches from the top of the cement at the east edge of the culvert, and inclining thence to the bottom; the water being about 3 feet deep. There was also a hole at the northeast corner of the culvert which extended into the roadbed about 3 feet, but it was not as deep or as long as the one on the south. There was also a defect at the northwest corner of the culvert of less magnitude, but which had worn into the roadbed, and narrowed it so as to interfere somewhat with travel over the bridge in a straight line. The result of these conditions was to narrow the driveway as it led onto the bridge in both directions, and to throw the safe portions of the opposite approaches out of alignment. To safely drive upon the bridge from the west, it was advisable, if not actually necessary, to keep or swing to the southerly side of the approach to avoid the defect on the north side where the water had eaten into the roadway, and in going off the bridge to the east it was necessary to straighten back and curve to the north to avoid the larger hole worn into the roadway from the south, at the same time guarding against the hole at the northeast. To pass directly along the roadway the margin of safety was small; the width [558] of the driveway between the holes at the east and west approach, had the holes been opposite each other, would have been but 7 feet. The width of the roadway between the holes at the east approach, where one driving east would leave the bridge, is stated by different witnesses at from 6 to 11 feet. The ditch running along the highway on the north side west of the culvert and on the south side east of the culvert had a varying width of from 18 to 30 feet. This condition of washout, resulting in widening the ditch and narrowing the driveway at the approaches to the culvert, had existed for some time, variously stated by witnesses at from six months to two years. Plaintiff-was very familiar with these conditions, having traveled that highway many times, both night and day “hundreds of times before,” he testifies. On the day of the accident which is the foundation of this suit, he had previously crossed the culvert, in going and coming with his team, three times.

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Rohlfs v. Township of Fairgrove, 140 N.W. 908, 174 Mich. 555, 1913 Mich. LEXIS 497 (Mich. 1913).

140 N.W. 908 (Rohlfs v. Township of Fairgrove) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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