Usher v. CHARLES BLALOCK & SONS, INC.

339 S.W.3d 45, 2010 Tenn. App. LEXIS 417, 2010 WL 2612756
CourtCourt of Appeals of Tennessee
DecidedJune 30, 2010
DocketE2009-00658-COA-R3-CV
StatusPublished
Cited by8 cases

This text of 339 S.W.3d 45 (Usher v. CHARLES BLALOCK & SONS, INC.) is published on Counsel Stack Legal Research, covering Court of Appeals of Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Usher v. CHARLES BLALOCK & SONS, INC., 339 S.W.3d 45, 2010 Tenn. App. LEXIS 417, 2010 WL 2612756 (Tenn. Ct. App. 2010).

Opinion

OPINION

CHARLES D. SUSANO, Jr., J.,

delivered the opinion of the Court,

in which HERSCHEL P. FRANKS, P.J., and D. MICHAEL SWINEY, J., joined.

Reginald Smith (“the Decedent”) died when the exposed metal edge of a device known as a “Guardrail Energy-Absorbing Terminal” (“the crash cushion”) penetrated the window of the cab of his moving overturned tractor-trailer and cut him nearly in half. His son, Reginald Denard Usher (“the plaintiff’), filed this action in the trial court against Charles Blalock & Sons, Inc. The plaintiff also filed a claim against the State with the Tennessee Claims Commission. The essence of the claims is that the crash cushion was negligently placed at the end of a series of concrete barriers that served to separate traffic entering on and exiting from the roadway connecting to the temporary end of Interstate 140 in Blount County. The alleged negligence was the failure to install a “transition panel” between the last concrete barrier and the crash cushion. Such a panel is designed to cover the otherwise exposed edge of the crash cushion thereby preventing vehicles from “snagging” the exposed metal edge. Eventually, the claim against the State was joined with the claim against Blalock. The case was tried to a jury with the circuit judge sitting as the Claims Commissioner; the jury was utilized by the trial judge in an advisory capacity with regard to the claim against the State. The jury returned a verdict in favor of the plaintiff. The jury found that the plaintiffs total damages were $2,000,000. It apportioned fault 25% to the Decedent, 37.5% to the State, and 37.5% to Blalock. Acting as the Claims Commissioner, the trial court went against the advice of the jury and dismissed the claim against the State. The court found (1) that the plaintiff failed to carry the burden of proof with respect to the applicable standard of care for installing crash cushions; (2) that the plaintiff failed to prove a breach of duty; and (3) that, in any event, the Decedent was at least 50% at fault for speeding through a construction zone in foggy conditions. Later, the trial court granted Blalock’s motion for judgment notwithstanding the verdict and entered judgment in its favor. The court held (1) that Blal-ock was not responsible, as a matter of law, for leaving off the transition panel because the State’s inspector on the scene “directed” Blalock to leave it off; (2) that the plaintiff failed to carry the burden of proving, by expert testimony, what a reasonably prudent contractor would have done under the circumstances; and (3) again, that the Decedent was at least 50% at fault. The court, acting as 13th juror, conditionally granted Blalock a new trial in the event the judgment in its favor was vacated or reversed. The plaintiff appeals. We affirm the judgment in favor of the State. We vacate the judgment in favor of *48 Blalock and remand for a new trial as to that defendant.

I.

A.

This single-vehicle accident occurred in a highway construction zone in the early morning hours of Friday, May 2, 2003. Blalock, a road contractor, was involved in a project to extend 1-140 eastward from a point east of Alcoa Highway in Blount County. At the time of the accident, when 1-140 (also referred to as Pellissippi Parkway) ended just west of Cusick Road — a road running perpendicular to the roadbed of 1-140 — traffic entering 1-140 at its temporary end as well as traffic exiting 1-140 at that point shared a roadway (“the connecting roadway”) off of 1-140 to Cusick Road. As of the morning of May 1, 2003, the day before this accident, a line of concrete median barriers divided eastbound and westbound traffic on the connecting roadway. As of the morning of May 1, 2003, a crash cushion was attached to the end of the series of concrete median barriers as they neared Cusick Road.

The crash cushion is central to this dispute. Exhibit 3 in this record shows such a device attached to the end of a concrete median barrier. See Figure 1.

[[Image here]]

Figure 1.

The circle on Figure 1 was added by us. The circled device is called a “transition panel.” Unlike the crash cushion shown in Figure 1, the crash cushion at the time of the subject accident was without a transition panel to bridge the gap between the end of the last concrete barrier and the crash cushion.

The crash cushion was manufactured by Energy Absorption, Inc. A company document introduced into evidence describes the basic concept underlying its use:

The [Guardrail Energy-Absorbing Terminal] System is a redirective, non-gating attenuator system. It safely decelerates a wide range of vehicles *49 for design speeds up to 113 km/h (70 mph). When hit head-on, the system’s Hex-Foam cartridges crush to dissipate the energy of impact, while the steel fender panels telescope. Only the cartridges and plastic nose are expended. When impacted from the side, the system safely redirects the vehicle, preventing it from gating through and causing secondary accidents.

The purpose of a crash cushion is to protect traffic approaching the end of the concrete barrier from the blunt trauma of hitting the exposed end of the barrier. A crash cushion is more sophisticated than a simple guardrail. It is designed to absorb some of the force of impact and to deflect the crashing vehicle. The parallel rails of the crash cushion visible in Figure 1 are joined at the front end of the cushion, in this case the end toward Cusick Road, by a cover that roughly resembles the shape of a horseshoe. The cover is designed to protect vehicles from what would otherwise be exposed ends of the rails. The barrier end or “rear” of the crash cushion, according to the manufacturer’s instruction manual, can be handled in one of two ways. “At bi-directional sites (traffic traveling on both sides of the unit) the rear of the unit must be either offset away from the traffic approaching from the rear of the unit or be installed, with a transition panel to prevent snagging of vehicles.” (Emphasis added.) If the former is chosen, the rail must be set in from traffic to the point that the outside edge of the rail corresponds roughly to the side of the concrete barrier. If the transition panel, referred to sometimes as the wing or transition wing, is used, the panel or wing is bolted directly to the barrier and the rail of the crash cushion as reflected in Figure 1. At the urging of the trial judge, Blalock stipulated that the installation of the crash cushion must be done in accordance with the instruction manual of the manufacturer.

The task at hand for Blalock on the morning of May 1, 2008, (before the accident in the early morning hours of May 2, 2003) was to move 800 feet of the concrete median barrier separating traffic on the connecting roadway. The 800 feet of concrete barrier to be removed was that closest to Cusick Road. By approximately 2:00 p.m., the 800 feet of barrier had been removed from the connecting roadway leaving in place a section of barrier on that roadway beginning at the end of 1-140. The crash cushion which had been attached to the end of the barrier nearest Cusick Road was disengaged from the last concrete barrier and moved some 800 feet west to the new end of the exposed concrete barrier. Significantly, the decision was made to leave off the wing or transition panel.

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Cite This Page — Counsel Stack

Bluebook (online)
339 S.W.3d 45, 2010 Tenn. App. LEXIS 417, 2010 WL 2612756, Counsel Stack Legal Research, https://law.counselstack.com/opinion/usher-v-charles-blalock-sons-inc-tennctapp-2010.