Sutherland v. State

189 Misc. 953, 68 N.Y.S.2d 553, 1947 N.Y. Misc. LEXIS 2097
CourtNew York Court of Claims
DecidedFebruary 7, 1947
DocketClaim No. 27839
StatusPublished
Cited by13 cases

This text of 189 Misc. 953 (Sutherland v. State) is published on Counsel Stack Legal Research, covering New York Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Sutherland v. State, 189 Misc. 953, 68 N.Y.S.2d 553, 1947 N.Y. Misc. LEXIS 2097 (N.Y. Super. Ct. 1947).

Opinion

Lambiase, J.

This claim has been filed to recover pecuniary damages for the death of claimant’s intestate, Mark Q. Sutherland, who died on the 15th day of March, 1943, as the result of injuries sustained by him in the early morning of that day in an automobile accident caused, it is alleged herein, through the negligence of the State of New York, its officers and employees, in the construction, maintenance and safeguarding of that part of New York State Highway Route No. 9 located about one quarter of a mile south of Staatsburg, in the town of Hyde Park, county of Dutchess, New York, and at or near a [956]*956point thereon where located an inn known as the Cozy Inn.

New York State Route No. 9 afore-mentioned now is, and at all times herein mentioned was, under the direction, supervision, and control of the State of New York, its officers and employees. As such, it was regularly patrolled by employees of the State. It is a much traveled highway, and is a main artery of travel between the city of New York on the south and the city of Albany, New York, on the north. It connects, among other places, the city of Poughkeepsie, New York, and the village of Rhinebeck, New York; and at that part thereof above mentioned, and for the most part of its length from New York City to Rhinebeck, New York, it is at least a three-lane concrete highway, each lane being nine feet wide.

Cozy Inn above mentioned is located on the east side of said' highway. The land upon which it is built abuts on said highway for a distance of about 150 feet. The driveway, which leads from the highway into the grounds surrounding the inn and into a parking area in the rear thereof, is of compacted earth. The elevation of the inn property is about three or four feet higher than that of the highway upon which it abuts. In fact, the elevation of the ground adjoining the easterly side of said highway in the area of the inn, and for some distance to the north thereof, is generally higher than that of the highway pavement.

About 100 feet north of the north line of the inn property and situate on the east side of said highway, there is another dirt driveway abutting twenty feet upon said highway at its juncture therewith, which driveway leads into other private property. For the purposes of convenience herein, we shall hereinafter refer to this driveway as the north driveway ” to distinguish it from the driveway leading into the inn property. Under each of these two driveways, at its juncture Avith the highway, there is a culvert consisting of a pipe covered Avith compacted earth. On the west side of said highway in the vicinity of said “ north driveway ”, set back about fifteen feet to the west of the westerly edge of the concrete pavement and paralleling generally said highway for some distance to the north, there is a stone Avail about three feet in height. The elevation of the ground between the westerly edge of the pavement and the easterly face of the stone wall in the area opposite the “ north driveway ” ranges from a minimum of three or four inches to a maximum of three or four feet higher than that of the pavement of the highway. To the west of this wall the terrain slopes dowmvard in a westerly direction.

[957]*957Commencing at a point on said highway some distance south of the Cozy Inn, and continuing thereon northerly therefrom in front of and beyond said inn property to a point 140 feet north of the aforesaid “ north driveway ”, there is a descending grade of 3.3%. Continuing northerly from this last-mentioned point past the scene of the accident, and for the entire distance to the north shown on claimant’s Exhibit 6 in evidence, the descending grade is 6.8%.

A six-degree curve, generally northeasterly in direction, commences at a point on said highway about 110 feet north of the north line of said north driveway At a point at or near the beginning of this curve, the west side of the road is banked, the westerly edge of the concrete pavement of the highway being four tenths of a foot higher than the elevation of a point immediately opposite thereto on the easterly edge of the highway pavement. This banking continues in a northerly direction on the highway around the entire curve, and reaches its maximum at a point on said curve where the westerly edge of the pavement is 1.22 feet higher than the elevation of a point directly opposite it on the easterly edge of the pavement. The curve is located on the steepest part of the descending grade. From a point on the west side of said highway about 130 feet north of the beginning of said curve, and continuing past the scene of the accident, there extended, on the day of the accident, a guardrail consisting of a number of concrete posts imbedded in the side of the road. Some of these posts were connected by a cable strung between them, while others had no such connecting cable.

About 700 feet south of the beginning of said curve and 958 feet south of the point of the accident, there was at all times herein mentioned on the east side of said highway, a standard highway sign bearing upon it a reflectorized curved arrow, which arrow obviously indicated the curve ahead, and pointed in a general northeasterly direction. The post supporting this sign was studded with reflector buttons or so-called “ cat’s eyes ”, On the approaches to said curve north of the “ curve sign ”, and down the hill, there were posts studded with these reflector buttons along both sides of the highway.

It has not been difficult to determine that the foregoing physical conditions prevailed near or at the scene of the accident upon the day of its occurrence. There are, however, other serious and perplexing questions of fact presented by the record relative to physical conditions, other than those already described herein, prevailing at the scene of the accident at the [958]*958time of its occurrence and concerning the circumstances under which said accident occurred. We shall now consider them.

There was evidence adduced by both the claimant and the defendant that there was, on the day of this fatal accident, an area of ice covering part of the pavement of said highway to the south, and another, involving part of the pavement, to the north of the scene of the accident. There is conflict, however, as to their extent and as to their exact location with reference to the point of the accident. On this issue claimant’s evidence indicates: (1) that there was an area of said highway pavement, about 200 feet in length, just south of and leading up to the point of the accident which was coated with ice, the ice covering the middle and easterly lanes of the highway pavement; (2) that there was a considerable amount of ice on the highway just north of the scene of the accident, and (3) that except for these areas of ice at or near the point of this accident, there was no ice on this highway on the day of the accident as far to the south of the scene of the accident as the city of New York. The State’s testimony, on the other hand, restricts the ice-covered area of the pavement to a part thereof a few feet in length and a few feet in width, and places said area to the south of the point of the accident, but at a considerable distance therefrom. In our opinion the claimant’s contention finds ample support in the evidence.

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Bluebook (online)
189 Misc. 953, 68 N.Y.S.2d 553, 1947 N.Y. Misc. LEXIS 2097, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sutherland-v-state-nyclaimsct-1947.