Estate of Emily Snow v. Commonwealth of Kentucky, Transportation Cabinet, Department of Highways

Court of Appeals of Kentucky·Decided October 6, 2022·No. 2021 CA 001409·Unknown

Opinion

RENDERED: OCTOBER 7, 2022; 10:00 A.M.

NOT TO BE PUBLISHED

Commonwealth of Kentucky

Court of Appeals

NO. 2021-CA-1409-MR

ESTATE OF EMILY SNOW APPELLANT

APPEAL FROM BOYLE CIRCUIT COURT v. HONORABLE DARREN W. PECKLER, JUDGE ACTION NO. 21-CI-00191

COMMONWEALTH OF KENTUCKY, TRANSPORTATION CABINET, DEPARTMENT OF HIGHWAYS AND KENTUCKY BOARD OF CLAIMS F/K/A KENTUCKY CLAIMS COMMISSION APPELLEES

OPINION

AFFIRMING

** ** ** ** **

BEFORE: COMBS, MCNEILL, AND K. THOMPSON, JUDGES. COMBS, JUDGE: The Estate of Emily Snow appeals from a judgment of the Boyle Circuit Court affirming a decision of the Kentucky Board of Claims in favor of Commonwealth of Kentucky Transportation Cabinet, Department of Highways. After our review, we affirm.

In the late night hours of June 29, 2014, 16-year-old Emily Snow was killed in a one-car accident on KY 1856 in rural Boyle County. She was riding without a seatbelt in the back seat when the car neared the end of a curve, crossed the oncoming traffic lane, left the wet road, and struck a tree. Jacob Smith, the 18- year-old driver, admitted to a deputy sheriff at the scene that he had been drinking beer and that he was travelling too fast to negotiate the turn. The speed limit was not posted, but the regulatory limit is 55 miles per hour. Signage consisted of a single reflective chevron, mid-curve.

On June 29, 2015, the co-administrators of Snow’s estate (the Estate)

filed a wrongful death action with the Board of Claims against the Transportation Cabinet. They alleged that Snow’s death was caused by the failure of the Transportation Cabinet to post adequate signage to warn drivers of the “curvature and grade of the road.” The Transportation Cabinet denied negligence and asserted its immunity as a defense.

On February 13, 2019, an administrative hearing was conducted in Boyle County. The parties presented testimony from various experts and lay witnesses. For the Estate, Jerry Pigman, an engineer and crash reconstructionist, testified (by deposition) that based upon his analysis, the curve would be challenging to navigate at a speed in excess of 25 to 30 miles per hour. Because the speed limit along the road was 55 miles per hour, Pigman felt that a right turn

sign posted ahead of the curve was the minimum signage that he would have recommended. He indicated that two additional chevron signs erected along the curve would have guided drivers safely through it. Pigman acknowledged that multiple passengers in a car generally proved distracting to teen drivers; that the driver’s ability to drive safely was impacted by his consumption of alcohol; and that the failure to engage seatbelts resulted in more severe injuries to passengers.

On cross-examination, Pigman admitted that relevant provisions of the Manual of Uniform Traffic Control Devices (MUTCD), with which he was very familiar, did not require the signage he recommended; instead, that manual directed that an engineer (or one at his direction) could use his own judgment and discretion with respect to traffic control devices placed on lightly travelled roads like KY 1856. He specifically agreed that civil engineers (and those at their direction) were expected to use their judgment and discretion when making decisions regarding signage on a road scarcely travelled, adding, “I think that engineering judgment is essentially discretionary decision making. . . .” Moreover, he acknowledged that an engineer was authorized by the provisions of the MUTCD to consider the crash history of a roadway before arriving at a decision with respect to signage. He acknowledged that he had not considered this factor before arriving at his opinion.

Henry Cease, Jr., an accident reconstructionist, testified that the curve should have been marked with a curve warning sign indicating a recommended speed of 25 miles per hour along with multiple chevron signs in the curve. On cross-examination, he acknowledged that he had no experience implementing or interpreting the MUTCD and no expertise in the Transportation Cabinet’s policies, practices, or procedures. His investigation indicated that the road banked properly into the curve making it inherently easier to navigate.

The Transportation Cabinet admitted that it was responsible for the maintenance of KY 1856 -- including signage. However, it denied any negligence and argued that Snow’s death was caused by the negligence of others -- including the driver. Moreover, it contended that it was immune from liability for any negligence in the performance of its discretionary functions, specifically including decisions regarding road signage on lightly travelled roadways.

Deputy Sheriff Phillip Dean testified that he responded to the crash and investigated the incident. He indicated that KY 1856 was not known for traffic accidents and confirmed that it was a rural roadway that was only lightly travelled.

Jeffrey Sparks, an engineering technologist with the Transportation Cabinet, testified that KY 1856 was inspected for safety by the Boyle County Maintenance Garage at least once per month. He indicated that foliage had been trimmed from the sides of the roadway approximately one month before the fatal

collision. He did not know when, why, or by whom the reflective chevron sign had been posted at the curve.

Kenneth Robert Agent, a civil engineer, instructor, and researcher employed by the University of Kentucky College of Engineering, testified that he taught engineers and other transportation professionals various subjects related to placement of traffic control devices and highway safety. Agent described KY 1856 as a “relatively narrow, very curvy road, very, very low average daily traffic. . . .” He observed that the road was relatively flat at the site of the collision and that given the “long tangent leading to the curve,” a driver could easily see it from at least 200 feet with low beam headlights illuminated. He indicated that the sight line was enhanced by the existence of a double centerline pavement marking that would give a driver “delineation that [he is] going into a right-hand curve.”

Agent explained that the exercise of engineering judgment would not indicate that the curve at the site of the collision required signage for several reasons. First, the change in roadway alignment did not “violate [the driver’s] expectancy” because “the road is just one curve after another.” Next, he noted that a lack of any serious accident history or complaints about the safety of the road would weigh in favor of a decision not to erect signage. Additionally, he observed that the rural road was only very lightly travelled. In Agent’s opinion, “there was [sic] plenty of visual ques [sic] to drive through the curve fine at that location

without any signs.” Reviewing specific provisions of the MUTCD, Agent testified that under these circumstances, decisions with respect to traffic control devices placed at this location were absolutely a matter of discretion. He indicated that he had been unable to determine when or how the single reflective chevron had come to be placed in the curve.

Based upon the evidence presented, the hearing officer found that the curve where the car left the roadway could be safely negotiated at a speed of approximately 20 to 25 miles per hour. He further found as follows:

[Smith] would have already travelled about five miles on this road that evening and gone around several similar curves. [KY 1856] is lightly travelled . . . . There was one other reported accident listed at this mile marker in a nine-year span from 2009 through 2017. It is not clear whether that accident was in this curve. There was no evidence that the Department of Highways had notice of any prior accidents at this location.

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Estate of Emily Snow v. Commonwealth of Kentucky, Transportation Cabinet, Department of Highways, (Ky. Ct. App. 2022).

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