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TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT). ​

The Fourth Department, modifying (reversing) the Court of Claims, determined the “dangerous condition” cause of action brought on behalf of plaintiff’s decedent should not have been dismissed. The driver passed two signs indicating the bridge ahead was closed, drove through a sign that was in the middle of the road flanked by barricades, and then struck a beam at the entrance to the bridge which spanned the width of the bridge. The driver was killed instantly but the car continued and struck another similar beam spanning the other end of the bridge, injuring plaintiff’s decedent (who died the next day). The plaintiff alleged, under a “second impact” theory, the beams, which were welded at a height which allowed a vehicle to pass under under them, constituted a dangerous condition which was the proximate cause of death. The Fourth Department held the beams constituted a dangerous condition as a matter of law:

… [T]he court erred in dismissing the claim insofar as it alleges that defendants created a dangerous condition that constituted a proximate cause of decedent’s injuries. We therefore modify the judgment accordingly. Although defendant State of New York is not an insurer of its roads and highways … , it “has an obligation to provide and maintain adequate and proper barriers along its highways” … . Here, we conclude that defendants’ decision to weld a steel box beam across the front of the Bridge, at a height that allowed a motor vehicle to proceed under the beam, constituted the creation of a dangerous condition as a matter of law … .

… [C]aimant proceeded under a “second-impact theory whereby she contended, not that [defendants] caused the accident, but that [their] negligence . . . was [a] proximate cause of . . . decedent’s injury”… . The fact that no negligent act of defendants caused the vehicle to collide with the steel box beam is irrelevant. The point to be addressed is whether the steel box beam was a substantial factor in aggravating decedent’s injuries and causing his death … . Reames v State of New York, 2018 NY Slip Op 00713, Fourth Dept 2-2-18

NEGLIGENCE (TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT))/COURT OF CLAIMS (TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT))/TRAFFIC ACCIDENTS  (TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT))/SECOND IMPACT THEORY  (TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT))/HIGHWAYS AND ROADS (TRAFFIC ACCIDENT CASE REMITTED FOR A DETERMINATION WHETHER THE STATE WAS LIABLE UNDER A SECOND IMPACT THEORY, EVEN THOUGH THE STATE WAS NOT RESPONSIBLE FOR CAUSING THE DRIVER TO COLLIDE WITH THE STEEL BEAMS ACROSS THE ENTRANCES TO THE CLOSED BRIDGE, THE STEEL BEAMS WERE WELDED TO THE BRIDGE AT A HEIGHT WHICH ALLOWED A CAR TO PASS UNDER THEM, CONSTITUTING A DANGEROUS CONDITION AS A MATTER OF LAW (FOURTH DEPT))

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