Graff v. State of New YorkGraff v. State of New York
The underlying claim arises out of a motor vehicle accident that occurred at the intersection of DeWitt Mills Road and State Route 32 in the Town of Rosendale, Ulster County on April 13, 2006. Immediately prior to the accident, claimant‘s husband (hereinafter decedent)1 was operating his 1999 Honda 1100 motorcycle eastbound on DeWitt Mills Road with claimant as his passenger. As decedent approached the intersection with State Route 32, decedent came to a stop before the stop sign, put his feet down and looked in both directions in preparation for making a left-hand turn onto State Route 32 northbound. Claimant was familiar with this intersection and was aware that, due to a rock outcropping near the northwest corner of the intersection, his view of southbound traffic on State Route 32, which had a posted speed limit of 55 miles per hour, was limited. To improve his vantage point, decedent slowly inched forward—with his feet still down—and again came to a
The record reflects that defendant, through its Department of Transportation (hereinafter DOT), undertook a traffic investigation of the subject intersection in 1990 and, as early as 1991, appears to have acknowledged in a letter to the Town of Rosendale Town Supervisor4 that “an existing rock embankment in the northwest quadrant of the intersection . . . limit[s] sight distances for motorists egressing DeWitt Mills Road and looking north on [State] Route 32.”5 Although DOT concluded in 1994 that a speed reduction for this portion of State Route 32 was not warranted, a warning sign advising of the approaching intersection and suggesting an advisory speed of 35 miles per hour for southbound motorists thereafter was installed and, in or about 1995, flashing beacons were added thereto. Concerns regarding the intersection apparently persisted and, in March 2000, one of DOT‘s engineers again “recognize[d] the need to improve motorists[‘] sight distance to the north of the intersection . . .[, which could] be addressed by cutting back the existing rock embankment located in the northwest quadrant of the intersection.” Removal of the outcropping—budgeted at a cost of $350,000—was included in the capital construction program for fiscal year 2006-2007, but remedial efforts had not been undertaken as of the time of decedent‘s accident.
We affirm. “[I]n the field of traffic design engineering, [defendant] is accorded a qualified immunity from liability arising out of a highway planning decision. . . . Under this doctrine of qualified immunity, a governmental body may be held liable when its study of a traffic condition is plainly inadequate or there is no reasonable basis for its traffic plan. Once [defendant] is made aware of a dangerous traffic condition it must undertake reasonable study thereof with an eye toward alleviating the danger” (Friedman v State of New York, 67 NY2d 271, 283-284 [1986] [citations omitted]; see Racalbuto v Redmond, 46 AD3d 1051, 1052 [2007]; Winney v County of Saratoga, 8 AD3d 944, 945 [2004]). If defendant‘s response to an identified hazard is unreasonably delayed, defendant must demonstrate either that the delay “was necessary in order to study and formulate a reasonable safety plan, that the delay was itself part of a considered plan of action taken on the advice of experts, or that the delay stemmed from a legitimate ordering of priorities with other projects based on the availability of funding” (Friedman v State of New York, 67 NY2d at 287; see Giske v State of New York, 191 AD2d 675, 676-677 [1993]).
Although the parties continue to debate whether, consistent with the foregoing principles, defendant‘s response to the acknowledged hazard was adequate and, further, whether the documented delay in cutting back the offending outcropping was unreasonable, these issues need not detain us. Assuming, without deciding, that defendant‘s efforts in this regard indeed were inadequate and/or unreasonably delayed, thereby establishing that defendant was negligent, claimant failed to demonstrate that such negligence was the proximate cause of decedent‘s accident. In this regard, we note that the Court of Claims expressly credited the testimony offered by Mayes as
As noted previously, claimant‘s expert testified that the minimum safe sight distance for this intersection was 620 feet; due to the rock outcropping, the available sight distance was only 365 feet. Claimant‘s expert also testified that a vehicle proceeding at 55 miles per hour travels approximately 80 feet per second, that the front wheel of decedent‘s motorcycle “was just about on the double yellow line” of State Route 32 when he was struck by Mayes’ vehicle and that it took decedent approximately three seconds to accelerate onto State Route 32 and reach the point of impact from his stopped position on DeWitt Mills Road. Although decedent testified that he did not see Mayes’ vehicle prior to entering the intersection, decedent also testified that he last looked to his left, i.e., northbound on State Route 32, prior to pulling out into the intersection. If—as claimant‘s expert testified—the collision occurred three seconds after decedent began to accelerate, then Mayes would have been approximately 240 feet north of the intersection when decedent pulled out onto State Route 32 (80 feet per second x 3 seconds = 240 feet), thereby placing Mayes’ vehicle well within the 365 feet of available sight distance.7 Hence, regardless of whether the rock outcropping precluded decedent from seeing Mayes’ vehicle as it began its initial descent toward the intersection, the record nonetheless establishes that Mayes’ vehicle was well within the available sight distance during the three seconds that it took decedent to accelerate into the intersection. At oral argument, counsel for claimant noted that this three-second interval only addresses the period of time that it took decedent to accelerate into the intersection and
Garry, J.P., Lynch and Clark, JJ., concur. Ordered that the judgment is affirmed, without costs.