DocketNumber: Claim No. 60503
Citation Numbers: 116 A.D.2d 1013, 498 N.Y.S.2d 938, 1986 N.Y. App. Div. LEXIS 51795
Filed Date: 1/24/1986
Status: Precedential
Modified Date: 10/28/2024
Judgment unani
The State has a duty to construct and maintain safe guardrails (see, Gutelle v City of New York, 55 NY2d 794; Lattanzi v State of New York, 74 AD2d 378, 379, affd 53 NY2d 1045). The State may be held liable when a guardrail is known to be hazardous (Zalewski v State of New York, 53 AD2d 781), or when a guardrail is improperly maintained and is allowed to remain in a defective and unsafe condition (Matter of Kirisits v State of New York, 107 AD2d 156; Hall v State of New York, 28 AD2d 1203). In sum, the State is obligated to provide barriers of sufficient strength to hold an automobile traveling at a reasonable rate of speed at points of particular danger along its highways and bridges (Zalewski v State of New York, 53 AD2d 781, 782, supra; Brady v City of New York, 39 AD2d 600).
The record reveals that on the day of the accident it was snowing, blowing and icy and a police officer who investigated the accident stated that the driving conditions were bad. The accident site was described as a "weaving section” requiring traffic approaching the bridge to change lanes. As the car in which decedent was riding passed another car on the bridge, it left the road for no apparent reason other than the weather conditions and while traveling between 10 and 15 miles per hour, struck the bridge railing at a slight angle. The bridge railing was built in 1962 and consisted of a 13-foot panel described as a four-rail design made of extruded aluminum and secured to bridge posts made of cast aluminum. A senior civil engineer employed by the State acknowledged that the cast aluminum posts exhibited a "brittle fracture characteristic” and would break easily upon impact. Claimant’s expert examined the bridge railing at the accident site and concluded
The State argues that because the bridge was constructed in accordance with good engineering practice and in conformity with State and Federal standards existing at the time, the correctness of the construction of the bridge railings is not subject to review (Weiss v Fote, 7 NY2d 579). The Appellate Division, Third Department, rejected the identical argument and held as follows: "[t]he immunity from review established by Weiss (supra) does not apply, however, where it can be shown that the plans of the bridge were approved without adequate prior study or lacked a reasonable basis and that subsequent events demonstrated the existence of a dangerous condition known by the State” (Zalewski v State of New York, supra, p 782). Although the testimony established that the bridge rail conformed to State and Federal standards when it was built in 1962, the record also reveals that these standards had changed prior to the accident and that continuous steel railing was recommended. Most important, the record indicates that the State failed to conduct any testing prior to adopting the standards for aluminum rails. Had it done so it would have found that the bridge rails were inadequate when they were installed. The fact that the State knew of the brittle fracture characteristics of aluminum bridge rails indicates that there could not have been a reasonable basis for the State’s decision to use them on the Inner Loop Bridge.
On this record, and even without regard to the relaxed standard of proof in a wrongful death action (see, Noseworthy