Canepa v. State

203 Misc. 694, 117 N.Y.S.2d 177, 1952 N.Y. Misc. LEXIS 2006
CourtNew York Court of Claims
DecidedDecember 2, 1952
DocketClaim No. 29875; Claim No. 29876; Claim No. 30116
StatusPublished
Cited by8 cases

This text of 203 Misc. 694 (Canepa 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
Canepa v. State, 203 Misc. 694, 117 N.Y.S.2d 177, 1952 N.Y. Misc. LEXIS 2006 (N.Y. Super. Ct. 1952).

Opinion

Gorman, J.

Sometime around 1:00 a.m. on April 22, 1949, four university students were proceeding along New York State Route 96, near the town of Manchester, Ontario County, New York, in a 1949 Ford automobile driven by Gerald Cramer. The car which was being operated in an easterly direction was owned by the claimant, John Canepa, Sr., father of John Canepa, Jr., one of the passengers and a claimant herein. Nelson Gorin and Robert Whither were also present in the car. The young men had left Rochester, New York, in the late evening, with John Canepa, Jr. driving, preparatory to returning to Syracuse University. The boys stopped at Victor, New York, for sandwiches and coffee, and, at this point, Gerald Cramer began to drive. The car had proceeded about six to eight miles along the twenty-foot macadamized road when it approached an old bridge over the tracks of the Lehigh Valley Railroad. As the highway approached the bridge from the west, it was straight and almost level for a distance of about four miles. It then dipped and curved slightly to the south, or right, on a short tangent of 100 to 200 feet, the curve measuring about six degrees. The highway then curved to the left on a radius of about 200 feet, and turned through a total angle of approximately eighty degrees on a rising grade to the south end of the railroad overpass. This rise in grade was about 4c/0. Route 96 then proceeded across the narrow bridge at about level grade, and turned to the right through an angle of about ninety degrees, on a descending grade.

About 200 feet to the west of the bridge itself, the highway widened to about thirty feet for approximately 138 feet. It then reduced in width for about fifty feet until it narrowed to twenty-two feet approximately twenty-five feet before it entered the bridge which was about twenty feet in width. It was at about this point that the Canepa car went through the guardrail. The shoulders of the highway were about four feet in width, widening somewhat at the outside of the curve and then reducing sharply to about zero at the bridge.

It is apparent that the situation was one fraught with dangerous potentialities if an unsuspecting motorist did not receive adequate warning thereof. There was an ordinary reflectorized slow sign about 150 feet east of the beginning of the curve, and a similar sign about 230 feet west of the beginning of the curve. The claimants place a third sign, a reflectorized slow sign surmounted by a curved arrow, about 800 feet west of the beginning of the curve, while the sole State’s witness contended that this was a reflectorized slow sign with a reverse curve [697]*697Scotchlite reflector sign and that it was located about 500 feet west of the beginning of the curve. His evidence is inconclusive and we are unconvinced as to the existence or location of such a sign. There were no signs designating a prescribed speed for the safe negotiation of the curve, and no signs giving any indication that the driver was approaching a narrow bridge.

Gerald Cramer was unfamiliar with Route 96, as was John Canepa, Jr., who usually travelled to Syracuse by Route 31, which was under construction at the time of the present accident. The highway was dry, visibility was good, and the Canepa car was traveling with its high-beam lights on just prior to the accident. John Canepa, Jr. and Robert Walther were dozing, and Gerald Cramer, not realizing that the highway curved until it was too late to negotiate the curve safely, ran into the guardrail near the bridge, damaging the car, and causing the death of Nelson Gorin and serious injury to John Canepa, Jr., both of whom were thrown from the car.

The State of New York is under a positive duty to keep its highways in a reasonably safe condition for use of the traveling public. (Doulin v. State of New York, 277 N. Y. 558.) If it is not possible to eliminate from a heavily travelled highway a combination of dangerous elements such as sharp reverse curves, a narrow bridge and a change in elevation of a heretofore straight and level highway, the State should be diligent to see that these circumstances are made apparent to travelers on the highway. Barna v. State of New York (267 App. Div. 261, affd. 293 N. Y. 877); Ziehm v. State of New York (270 App. Div. 876), and LeBoeuf v. State of New York (169 Misc. 372, affd. 256 App. Div. 798, affd. 281 N. Y. 737) have firmly established that the State must post adequate warnings of conditions and situations which may endanger the safety of users of the highway. The signs erected must be sufficient to fulfill their intended purpose. (Trimble v. State of New York, 263 App. Div. 233; Laitenberger v. State of New York, 190 Misc. 633, affd. 273 App. Div. 942.) The State has been directly charged with liability for maintaining insufficient or misleading signs. (Ziehm v. State of New York, supra; Garrette v. State of New York, 197 Misc. 842.)

Under the circumstances of the present case, we feel that the State did not take adequate measures either to alleviate the perilous combination of elements which comprised this particular section of Route 96, or in the absence of immediate ability to remedy the situation, to provide reasonable, adequate and timely warning thereof. Here, the surrounding flat terrain [698]*698gave no indication of the artificial hazard, created by an old-style railroad bridge, which was to be unexpectedly encountered on a sharp rising curve in a previously straight and level highway. The tracks of the Lehigh Valley Railroad which ran on the left of the highway were not visible at night. The State had made little effort to reduce the hazards of this highway. It had made no tests to determine a speed safe for the negotiation of this curve although there was a long accident record in the vicinity of this curve and bridge. The signs which it had erected were not placed in positions recommended by the State Traffic Commission which states that a curve warning sign should be reflectorized and located 300 feet in advance of the P. C. of the curve, and they were not indicative of the conditions to be encountered, but were, at best, general in nature. Considering all of the factors, we conclude that they constituted a dangerous situation which the State should reasonably have anticipated, and of which it was undoubtedly aware as manifested by its plans to reconstruct this portion of Route 96.

We find that the driver, Gerald Cramer, was not guilty of negligence which caused or contributed to the accident. The legal speed on New York State highways is fifty miles an hour, unless otherwise posted. Ball bank tests conducted by the claimants ’ engineers showed that twenty to twenty-two miles an hour was the maximum safe speed to be used in negotiating this curve. It is evident that the two slow signs were of little value in warning the driver that he was approaching a sharp curve. They may well have been misleading under the circumstances. The third sign is, therefore, an important element in the case. Even if we accept the testimony of the State to the effect that this sign was a reverse curve sign, we do not feel that its position almost 800 feet in advance of the beginning of the curve was sufficient to give the driver of the Canepa car adequate warning that it was necessary for him to slow his car to approximately twenty miles an hour to negotiate a curve he was to meet such a distance away. Cramer had a lawful right to drive a car holding a learner’s permit since he was accompanied by a licensed driver.

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117 N.E.2d 550 (New York Court of Appeals, 1954)

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Bluebook (online)
203 Misc. 694, 117 N.Y.S.2d 177, 1952 N.Y. Misc. LEXIS 2006, Counsel Stack Legal Research, https://law.counselstack.com/opinion/canepa-v-state-nyclaimsct-1952.